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02 Jun 2020 CDB AgendaCity of Atlantic Beach wV1G N" Agenda Special-Called Community Development Board 1. CALL TO ORDER AND ROLL CALL 2. APPROVAL OF MINUTES (CDB) Meeting Tuesday, June 2, 2020 - 6:00 p.m. Commission Chamber City Hall, 800 Seminole Road 2.A. Approve minutes of the February 18, 2020 regular meeting of the Community Development Board. 02.18.2020 CDB Minutes (draft) 3. OLD BUSINESS 4. NEW BUSINESS 4.A. ZVAR20-0002 PUBLIC HEARING (John Logan Tysinger) Request for a variance to allow a detached garage with a metal exterior finish within the commercial corridors at 90 Forrestal Circle South. STAFF REPORT ZVAR20-0002 90 Forrestal Circle South (Tvsinger) APPLICATION ZVAR20-0002 90 Forrestal Circle South (Tvsinger) 4.B. ZVAR20-0004 PUBLIC HEARING (Hoose A LLC) Request for a variance for relief from required floodplain storage as required by Section 24-68 at 590 Jasmine Street (Lots 1-6 Block 120 Section H). STAFF REPORT ZVAR20-0004 590 Jasmine Street (Hoose) APPLICATION ZVAR20-0004 590 Jasmine Street (Hoose) 4.C. ZVAR20-0005 PUBLIC HEARING (Timothy J. Geddes) Request for a variance to reduce the required side yard setback for detached garages up to 25 feet tall from 15 feet total to 10 feet total to allow for a detached garage with guest quarters at 46 15th Street (Lots 11 and 12 except the west 48 feet, Block 61, Atlantic Beach Corporation). STAFF REPORT ZVAR20-0005 46 15th Street (Geddes) APPLICATION ZVAR20-0005 46 15th Street (Geddes) 5. REPORTS 6. PUBLIC COMMENT 7. ADJOURNMENT Page(s) 3-7 9-39 41-51 53-64 Page 1 of 64 Community Development Board - 02 Jun 2020 If a person deciding to appeal any decision made by the Commission with respect to any matter considered at the meeting or at any subsequent meeting to which the Commission has continued its deliberations is advised that such person will need to insure that a verbatim record of all proceedings is made, which must include the testimony and evidence upon which the appeal is to be based. All information related to the item(s) above is available for review on the city of Atlantic beach webpage under city projects httos://www.coab.us/808/Citv-Proiects. Interested parties may appear at the public hearing and be heard regarding the item(s), or written comments may be emailed to aaskew@caob.us prior to the hearing. The following measures will be taken to create a clean meeting environment and ensure social distancing: 1. Commission chambers will be cleaned and sanitized prior to the meeting. 2. Hand sanitizer will be available outside of chambers. 3. We ask that only people associated with each case to come in when they their case is called. 4. Attendees will wait in the breezeway on marked spaces that are 6 feet apart and wait for their case to be called. A speaker is outside the breezeway that will amplify the sound from chambers. 5. Audience chairs will be spaced more than 6 feet apart. In accordance with the Americans with Disabilities Act and Section 286.26 of the Florida Statutes, persons with disabilities needing special accommodations to participate in this meeting should contact the City Clerk's Office at City Hall or by calling (904) 247-5800 not less than three days prior to the public hearing. Page 2 of 64 Agenda Item #2.A. 02 Jun 2020 Present: MINUTES Community Development Board (CDB) Meeting Tuesday, February 18, 2020 - 6:00 PM Commission Chamber Linda Lanier, Member Kirk Hansen, Chair Brian Major, Member Mark Tingen, Member James Mover, Member Absent: Sylvia Simmons, Member Jennifer Lagner, Member Also Present: Brenna Durden, City Attorney (CA) Brian Broedell, Principal Planner Valerie Jones, Recording Clerk Amanda Askew, Community Development Director 1. CALL TO ORDER AND ROLL CALL The meeting was called to order at 6:00 p.m. by Chair Hansen. 2. APPROVAL OF MINUTES A. Approved minutes of the January 21, 2020 regular meeting of the Community Development Board. 3. OLD BUSINESS A. SIGN CODE Chapter 17 Chair Hansen switched the agenda order due to the number of speakers for the variance. This item was moved until after the variance. STAFF REPORT: City Manager Shane Corbin addressed the Board. He spoke about the Supreme Court case that caused the City to cease enforcement on parts of the code that are in conflict with the Supreme Court decision. City Manager Corbin explained that the Staff began the process when he was the Director and it has been a long process with several interruptions along the way. He said the City would like to get this done and have clear rules put in place before the upcoming political season. Director Askew presented the information as explained in the staff report. She also provided a PowerPoint presentation. BOARD DISCUSSION: Mr. Major asked Ms. Durden what the spirit of the Supreme Court ruling was. Ms. Durden said the Court was very clear about their concern for 1st amendment rights and the fact that many sign codes around the country made a distinction on the placement and size of a sign based on content. The Court found that Community Development Board (CDB) February 18, 2020 Page 3 of 64 Agenda Item #2.A. 02 Jun 2020 there was no legitimate purpose in determining the size, time or place that you could have a sign based on content. Ms. Durden said this case arose out of temporary signs associated with a church regarding parking, service times, etc. She said the spirit of the Supreme Court ruling was to tell local governments that they can not regulate based on content. However, cities can limit the number, size, and duration as long as the sign regulations are content neutral. Ms. Durden said that finding a legal balance has been a challenge. She feels comfortable about the changes that Staff has made. Mr. Tingen asked about the signage for store front windows. Director Askew said it would be limited to 20 percent. Mr. Moyer asked about the bus stop signage. Director Askew said the one on Atlantic Boulevard was in FDOT right-of-way and not in the City. She said the one on Plaza would be limited to government -type signs. Ms. Lanier asked for clarification on multi -family development signs. Director Askew said that 3 -units or more are currently allowed to have a sign and it is proposed to be changed to 11 -units or more. Ms. Lanier asked if this was comparable to other municipalities. Director Askew said it was. She added that currently some of these signs were installed by the developer and were placed in the right-of-way, this sign code would eliminate that unless approved by Commission. Ms. Lanier asked about banners and Director Askew said that would fall under temporary commercial signs. Mr. Tingen asked if this code would apply to commercial vehicles parked in the right- of-way. Director Askew said if a vehicle was wrapped in a sign that was more than 20 percent then it would. She said that if the vehicle is regularly used in the conduct of business, depending on where it is parked, it may not be able to be parked in that area. Director Askew clarified that if, for example if there was a flag wrapped on a vehicle and it was advertising a business it would be considered a sign but if it was just a patriotic gesture it would be considered art. Ms. Lanier asked about a mural on the side of a building that has the logo or name of the business on it. Director Askew said that would be considered a sign whereas just a mural with no logos would be considered art. Mr. Major asked about the people who hold and flip signs. Director Askew said that would be considered freedom of speech, as long as that sign doesn't touch the ground. Mr. Major asked why the City logo had to be removed. Director Askew said that the City had considered changing the logo and if it's not changed in the Sign Ordinance then the City would not be able to update the signs without a variance or changes to the Sign Code. MOTION: Recommend referral as written to the upcoming workshop with the City Commission. Motion: Linda Lanier Second: James Moyer Linda Lanier (Moved By) For Kirk Hansen For Brian Major For Mark Tingen For James Moyer (Seconded By) For Community Development Board (CDB) February 18, 2020 Page 4 of 64 Agenda Item #2.A. 02 Jun 2020 Motion passed 5 to 0. Ms. Lanier thanked the Staff for their hard work. Director Askew credited Planner Broedell for his hard work. Mr. Moyer and Mr. Major agreed. 4. NEW BUSINESS A. ZVAR20-0001 PUBLIC HEARING (Dave and Linda Kristoff) Request for a variance to increase the maximum impervious surface allowed on a residential lot to 69% to allow for the installation of a paver patio at 526 Selva Lakes Circle (Lot 100 Selva Lakes Unit 2). STAFF REPORT: Planner Broedell presented the information as explained in the staff report. He also provided a PowerPoint presentation. Mr. Moyer wanted to know if the percentage for impervious surface changed due to the retention pond. Planner Broedell said it did not. Mr. Moyer asked if there had been any flooding issues in the applicant's area. Planner Broedell said that a good portion of the eastern side of the neighborhood is within the 100 year flood zone along Sherman Creek which puts it at a greater risk of flooding. Mr. Major asked if there were any run-off retention structures to retain water. Planner Broedell said there were not. PUBLIC COMMENT: Chair Hansen opened the Public Hearing. Phil Heffner of 1034 Big Pine Key spoke in favor of variance request. Helen Urban of 543 Pelican Key spoke against the variance request. She explained her concerns and presented the Board with a detailed print out that explained her reasoning along with photographs. APPLICANT COMMENT: Linda Kristoff of 526 Selva Lakes Circle introduced herself. She said that she and her husband are new to the area and bought this home to retire. Ms. Kristoff said that the home was in disrepair inside and out. She said that the patio was cracked so they decided to replace it with pavers, contracted the job and began work. Ms. Kristoff did not realize she needed a permit for this type of work. She applied for a permit, but it was denied due to the impervious surface exceeding the allowed percentage. The job was nearly finished and the Kristoffs went ahead and had the contractor complete the work. BOARD DISCUSSION: Ms. Lanier asked Staff if due to the way the patio is built up off of the ground, are the pavers considered pervious. Planner Broedell said that they would not be considered pervious. Mr. Major asked about the retention pond. Director Askew explained that whenever a subdivision is designed, there has to be storm water retention. She said that they would have to go back and see what the calculations were and whether they went above and beyond the 62% allowed for the entire subdivision. Community Development Board (CDB) February 18, 2020 Page 5 of 64 Agenda Item #2.A. 02 Jun 2020 Mr. Tingen asked about the Stop Work Order and why the work continued. Director Askew explained that the applicant's came in, they were told to stop work with the exception of moving pavers to prevent a trip hazard. The applicants were told that they would not be able to complete the job until they had gone through the variance process. Director Askew said that the applicants have completed the installation of the pavers. Mr. Moyer asked if the retaining wall was included in the calculations. Director Askew said that Staff has not seen the retaining wall. Chair Hansen said that he went and looks at the property and the impervious surface has increased. He said that the impervious surface was already over the limit and he would have a hard time granting a variance for more. Ms. Lanier said that even though it is obvious other homes in the neighborhood are over the impervious limit that doesn't give the Board a reason to approve this variance. Mr. Major asked if the code addressed homes next to retention ponds and the mathematical calculations in connection with what is in place right now. Director Askew said that Staff depends on engineers to provide these calculations. She said the previous pond did allow for a certain volume but she was not sure of how much extra was included to accommodate extra drainage. Mr. Major asked if there was language in the code that would allow the current requirement to be superseded by that design. Director Askew said there was not. APPLICANT COMMENT: Linda Kristoff asked if the fact that some neighbors have longer driveways, front patios, side patios and back patios plays into this. Chair Hansen said that the code allows 45% and the applicant is at 62% which was grandfathered in. Ms. Kristoff asked if she could file a continuance. Chair Hansen said that was not up to the Board. MOTION: To deny ZVAR20-0001 request for a variance to increase the maximum impervious surface since it does not meet any of the grounds for approval. Motion: Linda Lanier Second: Mark Tingen Linda Lanier (Moved By) For Kirk Hansen For Brian Major For Mark Tingen (Seconded By) For James Moyer For Motion passed 5 to 0. 5. REPORTS 6. PUBLIC COMMENT 7. ADJOURNMENT There being no further discussion, Chair Hansen declared the meeting adjourned at 7:14 p.m. Community Development Board (CDB) February 18, 2020 Page 6 of 64 Attest: Agenda Item #2.A. 02 Jun 2020 Amanda Askew Kirk Hansen, Chair Community Development Board (CDB) February 18, 2020 Page 7 of 64 Page 8 of 64 AGENDA ITEM CASE NO. LOCATION APPLICANT DATE STAFF STAFF COMMENTS i1,1!1I1!I IIUl IP1111R 02 Jun 20 • CITY OF ATLANTIC BEACH COMMUNITY DEVELOPMENT BOARD STAFF REPORT 4.A ZVAR20-0002 Request for a variance to allow a detached garage with a metal exterior finish within the commercial corridors at 90 Forrestal Circle South. 90 Forrestal Circle South John Logan Tysinger May 12, 2020 Brian Broedell, Planner The applicant is John Logan Tysinger, the owner of 90 Forrestal Circle South. This property is located on the corner of Mayport Road and Forrestal Circle South, within the Commercial Professional Office (CPO) zoning district. The property is also located within the "commercial corridor" overlay district, which includes all properties within 100 feet of Mayport Road or Atlantic Boulevard. The applicant is requesting to install a detached garage with a metal exterior finish in his backyard. Section 24-171 (commercial corridor development standards) prohibits metal as an exterior finish for new buildings within the commercial corridor overlay. The commercial corridor overlay was adopted in 2003 with the intent to: - Enhance the aesthetic and physical appearance of these gateways into the City - Enhance and retain property values - Promote appropriate redevelopment of blighted areas - Create an environment that is visually appealing and safe for pedestrians, bicycles, and vehicular traffic. 111111111 UV III�� tG 111111 r l Illi��iili�l�lii�lll lllllllliiil�1�� uuuuuum��IM 1111 til IIS, D uwu 1111I 11181 r ml'''"W'�duum `n ��I mol 1Ililllllllllll111111lI loop I 11111111111111 1»l`\11„111ioj6mm»Il„fl rr(il � ��o "�' mm�oio�o�nnQ�lmnlwln i� ql° � iINvto4Ih�Y �I elll!04,, VWI6G” I;�I J' TYPICAJ END ELEVATION sc*u; s vs i►Wtsaweu Rxil ICktI o Mev • rua rfr. ena PVI„ MOS ‘3811ria •134 nar TYPICAL SIDE EILE'VATU JN—'HORIZONTAL ROOF SCALE N1S p1 pgmffiqpuqupuqupgipuqupuqupuquppgmffiqpuqupuqupgipuqupuqupuquppql@Ippppupupupupglpupupupupupupppplpppupupupupgipmppuuppupppippl@p ANALYSIS 'I,1!1I1!111•11P1111•11 02 Jun 20 • Section 24-65 states that "applications for a variance shall be considered on a case-by-case basis, and shall be approved only upon findings of fact that the application is consistent with the definition of a variance and consistent with the provisions of this section." According to Section 24-17, Definitions, "[a] variance shall mean relief granted from certain terms of this chapter. The relief granted shall be only to the extent as expressly allowed by this chapter and may be either an allowable exemption from certain provision(s) or a relaxation of the strict, literal interpretation of certain provision(s). Any relief granted shall be in accordance with the provisions as set forth in Section 24-65 of this chapter, and such relief may be subject to conditions as set forth by the City of Atlantic Beach." Section 24-65(c) provides six distinct grounds for the approval of a variance: (1) Exceptional topographic conditions of or near the property. (2) Surrounding conditions or circumstances impacting the property disparately from nearby properties. (3) Exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. The applicants expressed that many neighbors have detached metal buildings in the back corner of their lots. (4) Onerous effect of regulations enacted after platting or after development of the property or after construction of improvements upon the property. (5) Irregular shape of the property warranting special consideration. (6) Substandard size of a lot of record warranting a variance in order to provide for the reasonable use of the property. REQUIRED ACTION The Community Development Board may consider a motion to approve ZVAR20-0002, request for a variance to allow a detached garage with a metal exterior finish within the commercial corridors at 90 Forrestal Circle South upon finding this request is consistent with the definition of a variance, and in accordance with the provisions of Section 24-65, specifically the grounds for approval delineated in Section 24-65(c) and as described below. A variance may he granted, at the discretion of the Community Development Board, for the following reasons: (1) Exceptional topographic conditions of or near the property. (2) Surrounding conditions or circumstances impacting the property disparately from nearby properties. (3) Exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. (4) Onerous effect of regulations enacted after platting or after development of the property or after construction of improvements upon the property. (5) Irregular shape of the property warranting special consideration. (6) Substandard si:e of a lot of record warranting a variance in order to provide for the reasonable use of the property. Or, The Community Development Board may consider a motion to deny ZVAR20-0002, request for a variance to allow a detached garage with a metal exterior finish within the commercial corridors at 90 Forrestal Circle South upon finding this request is not consistent with the definition of a variance. Page 2 of 2 VARIANCE APPLICATION City of Atlantic Beach ComMunity Development Department 800 Seminole Road Atlantic Beach, FL 32233 (P) 904-247-5800 APPLICANT INFORMATION NAME —SA,' L3 et. 11(P ADDRESS - ADDRESS 90 ---"rrt3.16d Cr 5. PROPERTY LOCATION RE# (13 5-1 - ocvo 0 BLOCK # LOT/PARCEL SIZE ?6:14, igs"- ZONING CODE CPO COMPREHENSIVE PLAN FUTURE LAND USE DESIGNATION L PROVISION FROM WHICH VARIANCE IS REQUESTED 614i1/44, -c-7'0.1 FOR INTERNAL OFFICE U.SrbNLY FILE # 7/k(a b-Oc EMAIL 1....vIraiv CITY 41.kjic... eta,L STATE 1-1,_ ei-C?8-'vta.,f, ZIP CODE 3 223 3 J. /4 PHONE # 77247(. 33CELL # ) 33 LOT # 1 UTILITY PROVIDER oL-1 fAtterhe- 04 Homeowner's Association Architectural Review Committee approval required for the proposed construction [1] YES 0 (if yes, this must be submitted with any application for a Building Permit) Statement of facts and site plan related to requested Variance, which demonstrates compliance with Section 24-64 of the Zoning, Subdivision and Land Development Regulations, a copy of which is attached to this application. Statement and site plan must clearly describe and depict the Variance that is requested. PROVIDE ALL OF THE FOLLOWING INFORMATION (all information must be provided before an application is scheduled for any public hearing): 1. Proof of ownership: deed or certificate by lawyer or abstract or title company that verifies record owner as above. 2. If the applicant is not the owner: provide a letter of authorization from the owner(s) for applicant to represent the owner(s) for all purposes related to this application. 3. Survey and legal description of property for which Variance is sought. 4, Required number of copies: four (4) copies, except where oriainal plans. photographs or documents that are not laraer than 11x17 inches are submitted. Please provide eight (8) copies of anv such documents. 5. Application fee of $300.00. I HEREBY cEBTIFY THAT ALL INFORMATION PROVIDED±SCORRECT: Signature of Property Owner(s) or Authorized Agent .iP A-TyikE,OKAPPLrcANT PRINT OR NA E DAT SIGNATURE OF APPLICANT (2) Signed and sworn before me on this day of Identification verified: ‘6%! Aal (31- \)1-1 S \ L0-0 Jr UcT.c,1-\ PRINT OR TYPE NAME Oath Sworn: Eli Yes JENNIFERJOHNSTON .; • (r,t,:„ MY COMMISSION 11 GG 042984 EXPIRES: October 27, 2020 Bondod Thru Notary Public Undermiters 19 VARIANCE APPLICATION 0108.2019: - rn 'ff/.7APOTZTUVVIOME.S.trdn DATE by State of LO A c1 County of L.A.A1 y Commission expires Page 11 of 64 Agenda Item 4M.A.The following paragraph sets forth reasons for which a Variance may be approved, please dilickima0Q circumstances that apply to your request and briefly describe in the space provided. Grounds for approval of a Variance: A Variance may be granted at the discretion of the Community Development Board, for the following reasons. El 1. Exceptional topographic conditions of or near the property. FlI Surrounding conditions or circumstances impacting the property disparately from nearby properties. Exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. Cor Ae-r- *^l/ v4��l��-L'� Limit_ �� ^/ / / ^�� . , J ~_ J --` ofq. as . / �effect Onerousofmgu|ationspnaoeda�prp�t�ngora�erdevelopment cfthe pnope�yorafter con�mcbonof F7 improvements upon the property Fl5. Irregular shape of the property warranting special consideration. 6. Substandard size of a Lot or Record warranting a Variance in order to provide for the reasonable use of the property. a. Approval of a Variance. To approve an application for a Variance, the Community Development Board shall find that the request [ 15 inaccordance with the preceding terms and provisions of this Section and that the granting ofthe Variance will be in harmony with the Purpose and Intent of this Chapter. b. Approval of Lesser Variances. The Community Development Board shall have the authority to approve a lesser Variance than requested if a lesser Variance shall be more appropriately in accord with the terms and provisions of this Section and with the Purpose and Intent ofthis Chapter. c. Nearby Nonconformity. Nonconforming characteristics of nearby Lands, Structures or Buildings shall not be grounds for approval ofaVariance. d. Waiting period for re -submittal. If an application for a Variance is denied by the Community Development Board, no further action on Another application for substantially the same request on the same property shall be accepted for 365 days from the date cfdenial. e. Time period to implement Variance. Unless otherwise stipulated by the Community Development Board, the work to be ) performed pursuant to a Variance shall begin within six (6) months from the date of approval of the Variance. The Community Development Director, upon finding of good cause, may authorize a one time extension not to exceed an additional six (6) months, beyond which time the Variance shall become nufl and void. f. A Variance, which involves the Development of Land, shall be transferable and shall run with the title to the Property unless otherwise stipulated by the Community Development Board. 19 VARIANCE APPLICATION 07.08,2019 Page 12 of 64 ADDITIONAL COMMENTS: MA( bu5 e-€1 utrii) ok_ War Sp rA-0,4b; 4 "gek tg7') al 'AAA" I, 8, -Agendwitem.#4A 02 Jun 202b rictipis /14(( 1,1,512, GO °Litt -c.,1( va..(wc oJ 14 work_ 4. L y Aece5S? 1,64 19 VARIANCE APPLICATION 07.08.2019 e4A.5v Page 13 of 64 Recorded 01/30/2019 09:07 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUN"- menda Item #4.A. RECORDING $18.50 DEED DOC ST $1540.00 02 Jun 2020 Return to: Name: Shauna Effinger Address: 484 Osceola Avenue Jacksonville Beach, FL 32250 This instrument prepared by: Rock Solid Law 484 Osceola Avenue Jacksonville Beach, FL 32250 Property Appraisers Parcel Identification (Folio) Number(s): 171751-0000 File No.: JMI8-256 WARRANTY DEED This Warranty Deed Made this 22nd day ofJanuary, 2019 by Atlantic Restoration Council, Inc., a Florida Corporation. hereinafter called the gtantor, whose post office address is: 328 2nd Avenue North Jacksonville Beach, FL 32250 to: Mark Tysinger and Denise Tysinger, Husband and Wife whose post office address is: 13 White House Drive, Poquoson, VA 23662 hereinafter called the grantee, WITNESSETH: That said grantor, for and in consideration of the sum of $10.00 Dollars, and other variable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situated in Duval County, Florida, viz: Lot 1, Block 2, ATLANTIC BEACH VILLA UNIT NO. 1, a subdivision according to the plat thereof recorded in Plat Book 30, Page 56, in the Public Records of Duval County, Florida. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to 12/31/2018, reservations, restrictions and easements of record, if any. (The terms "grantor" and ''grantec" herein shall be construed to include all genders and singular or plural as the context indicates) RE: MA 18-256 Page 8 of 11 Page 14 of 64 IN WITNESS WHEREOF, Grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, Sealed and Delivered in Our Presence: STATE OF: FLORIDA COUNTY OF: DUVAL Atlantic'It s oratir Cqui ell, Inc., Nicole Story, President The foregoing instrument was acknowledged before me this 23rd day of January, 2019 by Nicole Story, President of Atlantic Restoration Council, Inc. Who is/are personally known to me or who has/have — _ as identification. ission expires: ber: No , Iubfic My Columission expires: RE: JM 18-256 0.1.4.11•01 JOHNMCE.MILLER IsslonilFF 08E111 tesJune21,2020 Tbn Troy instreweaQ4a5-1 Page 9 of I I Agenda Item #4.A. 02 Jun 2020 Page 15 of 64 Agenda Item #4.A. 02 Jun 2020 February 11, 2020 City of Atlantic Beach FL Planning, Zoning and Inspections To Whom it May concern Please allow my son, John Logan Tysinger, to act on my behalf in regards to applications for variances, applications for building permits and any other documents necessary to plan and construct a garage/work room on the property 90 Forrestal Circle S in Atlantic Beach FL. He has my permission to actas my legal agent and attorney in fact in this regard Denise ysinger , . 01 t ao Aoikoftyg 41///'/, ......... WWI Pit3LAG' KG- tai910 •t = coMMISSIW < OPOIts -_.c.. osrairo” fc5:: ••• 42 - Hi iii /// 41VEM.Itk Page 16 of 64 Map of Boundary Survey LOT 1, BLOCK 2, ATLANTIC BEACH VILLA UNIT NO. 1, A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED AT PLAT BOOK 30, PAGE 56, IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PROPERTY ADDRESS: 90 FORRESTAL CIRCLE S, ATLANTIC BEACH, FL 32233 10.0UTILITY EASEMENT 47. .10 SET IP 12' LB08 02 • / LOT 15 ▪ BLOCK 2 O r) ...„.......,„„,..,„„„ /0) iz'0 --..._ /8?. R. " ! /-.— v :40- .. Pnt,c,,4 ,-,....:- ,,,,,, 4,10( 01 ,-- ,-6 , dr,d ,.. / / I 1.1' cry d. o' (z) •i...c, cv co 0 02 Jun 20 LOT 14 BLOCK 2 SET IPM/2" L844.8102 10,0' UTILITY EASEMENT / / EGEND: LetI8102 / LOT 2 BLOCK 2 FIP 1/2" LOT 1 30.0' BLOCK 1 it'sriiica /NG (14z - SET IRON FOUND IRON CONCRETE 0 POWER POLE LOT 2-- / BLOCK 1 3' CHAIN LINK FENCE • _ . N69°31'25"VV 75.00' (P) N69°34'18"VV 75.06' (M) CERTIFIED TO: I BRANCH BANKING & TRUST I FIRST AMERICAN TITLE INS CO DENISE TYSINGER AND MARK TYSINGER 6' WOOD FENCE 6' VINYL FENCE • ltragerrOf 64 '„ Agenda Item #4.A. 02 Jun 2020 Page 18 of 64 1 STRUCTU DESIGN ENCLOSED BUILDING EXPOS ' B Agenda Item #4.A. .02 Jun 2020 30%.0" WIDE X 20'-O" EAVE HEIGHT- BOX EAVE FRAME AND BOW FRAME 18 December 2017 Revision 4 M&A Project No. 16022S/17300S Prepared for: Tubular Building Systems, LLC 631 SE Industrial Circle Lake City, Florida 32025 Prepared by: "PIO MDEVOT CODE COMPLIANCE KEEP THIS PLAN ON JOB Building Inspection Division Jnn. EL Examiner Signature License I.^ Moore and Associates Engineering and Consulting, Inc. 1009 East Avenue North Augusta, SC 29841 Digitally signed by Wayne S Moore Date: 2017.12.19 13:09:10 -05'00' 401 S. Main Street, Suite 200 Mount Airy, NC 27030 MOOFE AND ASSOCIATES ENGINEERING AND CONSLP..TING MASTER PERMIT PLAN rieeksaNi * • ... -0 .• STATE OF istriitatO This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. No 57170 Printed copies of this document are not considered signed and sealed and the signature mu./ be verrItail on any_el-- master NUM copies. 6-18-926058.000 RCV: 718/2018 7:59 a Page 19 of 64 Nen Agenda Item #4.A. 02 Jun 2020 • I MASTER PERMIT PIM MOORE AND ASSOCIATES oilAvm BY. LT ENGINEERING AND CONSULTING, INC. acorn By. rEm =owes ococotoo mos PROJECT HER. ram MT. I2-12-17 sc.v..E. tin comma, ot main= itSC or ion rmaxl sin_ eva to se -3 ureorbon TlettlaPet BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP TH5 PLAN ON JOB Building Inspection Division - FL Emuniner Signature rid,. License N- . •" V S. M 1111 001 • • • ; • : No 57170 • ▪ *; 111$ ▪ .• STATE OF 1. 0 .• R `1. e 610 ••••••• iONAL 4/11munii-% This Item has been electronlcally signed and sealed by Wayne S. Mora, PE wing a Digital Signature and data. Printed copies ot this document are not cone'dered signed and sealed end the signature must be verified on any electronic apples. TUBULAR BUILDING SYSTEMS 3rBni2V-0" ENCLOSED BUILDING EXP. 8 PE SEAL COVER SHEET Master Permit Number 5-18-926058.N0 RCV: 215/2018 7:59 2 - Page 20 of 64 Agenda Item #4.A. 02 Jun 2020 SHEET I SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6A .SHEET 6B SHEET 6C SHEET 7 SHEET BA SHEET BB SHEET 9A SHEET 9B SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 SHEET 16 DRAWING INDEX PE SEAL COVER SHEET DRAWING INDEX INSTALLATION' NOTES A140 SPECIFICATIONS TYPICAL SIDE AND END ELEVATIONS TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECTIONS (BOX EAVE RAFTER) TYPICAL RAFTER COLUMN CONNECTION DETAILS (LACED COLUMN) TYPICAL RAFTER COLUMN CONNECTION DETAILS (DOUBLE COLUMN) TYPICAL RAFTER COLUMN CONNECTION DETAILS (SINGLE COLUMN) TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECTIONS (BOW RAFTER) TYPICAL RAFTER COLUMN CONNECTION DETAILS (DOUBLE COLUMN) TYPICAL RAFTER COLUMN CONNECTION DETAILS (SINGLE COLUMN) BASE RAIL ANCHORAGE OPTIONS OPTIONAL FOUNDATION ANCHORAGE TYPICAL END WALL AND. SIDE WALL OPENING FRAMING SECTIONS (BOX EAVE RAFTER) TYPICAL END WALL AND SIDE WALL OPENING FRAMING SECTIONS (BOW RAFTER) WALL OPENING DETAILS LEAN—TO OPTIONS (BOX EAVE RAFTER) LEAN—TO OPTIONS (BOW RAFTER) VERTICAL ROOF/SIDING OPTION END AND SIDE ELEVATION AND SECTION OPTIONAL DOOR HEADER MOORE AND ASSOCIATES BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP THIS PLAN ON JOB Building Inspection Division - J. FL Examiner Signature ,ii,) license N^ A TER PERMIT PLAN DRAW IT. LT ENGINEERING AND CONSULTING, INC. DECKED BY, watt TRIS loOPVIT If 1tr 4a11 Q IISTd At0 JtT3sUTCf E/JOPJC[TLw /DT PROJECT MR. V$N I T 1!!7[I�ItitC M C2 -KIP' T a R TIIGeCTf* M / rLl9 irrir0 U�rr� .—.. .."- -... , ... ............ 'soou11IIS',, .`lNE- S. 1Oc "1, :��cEAigF•; Agenda Item #4.A. 02 Jun 2020 INSTALLATION NOTES AND SPECIFICATIONS 1. DESIGN IS FDR A MAXIMUM 30'-0' VIDE x 20'-0' SAVE HEIGHT ENCLOSED STRUCTURES. 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (FRC/ 6111 EDITION. 2012 INTERNATIONAL BUILDING CODE (IBI). AND 2015 IBC- 3. BC3. DESIGN LOADS ARE AS FOLLOWS, A) DEAD LOAD = 3.5 PSV ID LIVE LOAD = 12 PST' 0 GROUND SNOW LOAD = 10 PSF 4. LOW ULTIMATE WIND SPEED 105 TO 140 1FH (NOMINAL WIND SPEED 81 113 108 HPH)r MAXURM RAFTER/POST AND 1ND POST SPACING = 5.0 LET. 5. HIGH ULTIMATE WIND SPEED 141 TD 170 PPM (NOMINAL WIND SPEED 109 TO 132 MPH). NAXI1(UM RAFTER/POST' AND END POST SPACING = 4.0 FEET. 6. LOW HAZARD RISK CATEGORY I (WIND). 7. WIND EXPOSURE CATEGORY B. B. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2' x 2 1/2' - 14 GAUGE T.10E STEEL (75) FRAMING MEMBERS. FOR VERTICAL PANELS, 29 GAUGE METAL PANELS SHALL BE FASTENED TD 18 GAUGE 1-1117 CHANNELS ('UNLESS OTHERWISE NOTED) 9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS. AND POSTS, INTERIOR 9' OR END - 6'. (MAX.) 10. FASTENERS CONSIST Or 112-14x3!4' SELF -DRILLING FASTENER (SOF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS SPECIFICATIONS APPLICABLE 0117 FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS. AND 00101 SLOPES OF 14• (3.12 PITCH) OR LESS SPACING REOUIREHENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES HAY VARY. 11. GROUND ANCHORS SHALL BE INSTALLED THROURI BASE RAIL WITHIN 6. OF EACH RAFTER COLUMN ALONG SIDES. l2. GROUND ANCHORS (513IL NAILS) CONSIST OF 84 R1BAR V/VELDED NUT x 3D' LONG 111 SUITABLE SOIL CONDITIONS NAY BE USED FOR LOW ( .120 HP11 14011INAL) WIND SPEEDS ONLY. OPTIONAL ANCHORAGE MAY BE USED IN SUITABLE 51113.5 AND 14.41 BE 335E 1N UNSGITABLE SOILS A5 NOTED. 13- OPTIONAL BASE RAIL ANCHORAGE HAY BE USED FOR LOW ANO Kt1ST BE USED FOR HIGH WIND SPEEDS. 14. WIND FORCES GOVERN OVER SEISMIC FORCES- SEISMIC PARAMETERS ANALYZED ARE: 5013. SITE CLASS = D RISK CATEGORY 1/11/111 I?= 325 ►C= 10 SAs= 1.522 v= COW SH= 0.839 MASTER PER PLAN MOORE AND ASSOCIATES DRAWN WO LT ENGINEERING ANDCONSULTING,INC. 1 CHEERED 11. PDM IREV L7.IENT. tin Sm. 3 .......-..._. .. 06 SR 3 I ,4 man )PROJECT KR, 1/91 12 -IB -17 SC NTS )60225/1T. ... BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP THIS PLAN ON 100 Balding Inspection Division- lax. H. Examiner 0¢I0Nre Bots. License N^ 00111111 /1%4 `J�yPN GENgF,?)�fi No 57170 STATE OF Opl IONA1B beene1ectronicarly signed and 5. Moore, PE and date Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies TUBULAR BUILDING SYSTEMS 30'-0'It20-0' ENCLOSED BUILDING EXP. B Master Permit Number 6-18-926055,0✓0 RCV: 2/8/2018 7:59 Page 22 of 64 BOX EAVE FRAME RAFTER ENCLOSED BUILDING • ROLL•uP MDR tikS APPLICABLE] DEVON PRESSURE Lav • R85 Kr. -EGA Mr, NIGH • teMS PST. -YIP PSFI_ 6• —SIMIGIRG MDR CRS APPLICAPLO DEVON PREsSuRE LOU • IMO nSr..,22_6 PST) MGN • 0E33 PSC -3415 PSO INAXIIMI PAPIER SPAN NI ›-rusunio filMEIV APPLICRBLET DEM/ PRESSURE IBV • (PM PSC, -036 PST) NIGH • MSS PSC. -3S4 Mrs LENGTH vat= DEPENDING UN MAIM MID SMOG Dr RAPIERS Agenda Item #4.A. 02 Jun 2020 TYPICAL END ELEVATION—HORIZONTAL ROOF TYPICAL SIDE ELEVATION—HORIZONTAL ROOF SCALE, NIS SCALE NOS BOW FRAME RAFTER ENCLOSED BUILDING ROLL -UP DIOR APPLICMIX/ MUNI PRESSURE UN • gas PSC, -00 Pin NM • Inn PSI, -30.7 PSC} —WINGING MEN tAS AFFLICAKD 100154 PRESSURE LDV • relle Mr. .22.s 606) 14104 • 0135 psr. -3415 PST) • • • • • • • • • • • • muniepi MEIER SPAN nil TYPICAL END ELEVATION SCALE. NTS s• I inntinv (AS APPLICARLD 60010(1670011000 LIN • am PST, -236 600) Mal • *3200 PSr. -356650) ›-n.asnisio LENGTH v6R1E3 DEM:NORA ON NuNDER 04111 Whiten OF RAFTERS TYPICAL SIDE ELEVATION SCALE, NT S MASER PERMIT WADING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP TH6 PLAN ON JOB Building Inspection Division -Jas.. FL Examiner GignatUre Inds. WM License N^ S. mo- ........ _ • . No 57170 *: • 7.7. cr 1.13.• STATE OF 41.51:4•3 1.0.• fs!„ ....... 7/0 N A1- tot% ltIjj 1114 l" This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not PLAN considered Signed and sealed and the signature must be verified on any electronk copies. MOORE AND ASSOCIATES DRAWN WO LT ENGINEERING AND CONSULTING, INC. CHECKED ST. P054 redg =PON tg DC MOONY I% saillE NS =CAM NUMB NO 1 tONSILTIaG. TK1,1044NRI2C0 REPROIRCTiliN. COP4114. NI OMNI= UK CC pc44 INEUNDIT0 IS STRIL6L,C2i4 Mom Amp aart PieltbaSOIDD nipougol 1 TUBULAR BUILDING SYSTEMS 30' -0"30.0* -0" ENCLOSED BUILDING EXP B PROJECT 1.641 SATE. l2-18-117 SOLD NTS ISM SK -3 Master Permit Number 8-18-926058.000 R.C1/: 213/2018 7:59 Page 23 of 64 m.. (9 GA GALVANRED .tt1R. R*t AND VALI, PANELS FASTEDtD TO RATTERS AND Posts Agenda Item #4.A. 02 Jun 2020 I. -a. 24' 1a GA U-CKMO L PACER (4) Rig-IAATI4' sW'S At EACH END AR PER MACE, PANELS rTAMED TO RATTERS POSSTS 39'-0• NAADRM RAFTER SPAN TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE. NTS CD SA. U-CtUM0I BRACE FASID.ED TO RAFTER DISH (4) AIR -14.3/4- SDF'S AT EACH ENO al PER TRACES 30'-0. 4)R1aMl4 RAFIER SPAY 1! a d, SCALE‘ NTS 09 GA. GALVAULTED PETAL ROOF AND VAAL— PANELS 0ASTE18D r0 RAFTERS ARD Frau Es' 1R GA 0 -ENAMEL PLACE FASTENED TD RATTER V111+ T4) AL2 -14,3/4' SAPS AT EAEN CRD t➢ PER 0(4.00) 310-0' PASI.4 4 RAFTER SPAR SEC NOTES SHEET 3) FOR %INUN SPACING LUrGTH V Ys DEPMID1110 DI IU4CR SPACING Dr RAFIER0 TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION SCA.E NIS SCALE NTS BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP THIS PLAN ON JOB Building Inspection Division -las, FL 11111111,//r s,,%-tvl .... No 57170 * 11T '°iN� O TNEAC: `�� L� .77 1. Ga. :st3Rff`R .;�• i :--o: License No ��11/11i110°Examiner Signature This Item has been electronically signed and MASTER PERMIT sealed e .sing Dig negnS. ature Moore, PE.e. PLANPrinted copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 012011 MOORE AND ASSOCIATES Omni WIN LT ENGINEERING AND CONSULTING, INC. CHUM rfa P1014 TNIC 000R67IT IS DTC . w w•. .'.�+ Ar0 as0DCNTES r7DDC01110 AND PR3IJECT Nidi. NSN MIS [Queer if ST01CILI MOM AND NOT DrMACKTIT 1NERDDION �RT K ABJECT TO LEON. KTIDL St IFNI. TITS OORALT04 TIC WNIRQ17i0 M70DARIl04 COPS TUBULAR BUILDING SYSTEMS 30'-0',620.0" ENCLOSED BUILDING EXP. B DASD 12-10-17 SCAL.E.. NTS I IR6225/lTXOS J01 00 NT. 5 DWG. 1D S1C-0 Master Permit Number 6-18-926058.000 RCV; 2/0/2010 7:59 Page 24 of 64 Agenda Item #4.A. 02 Jun 2020 3/1 C0TltC1®r SLt£vE TO ATTER ETV) a ' !MRS 15 OA, 6' NIPPLPE. SSE.ECUCURR E 11 nj- POST t0 NIPPLE PITH 14) L.PI2.11e3/1' SRrs TS RTAS RAFTER TS f Crxlr.l BOX EAVE RAFTER COLUMN (T. . CONNECTION DETAIL \ FOR HEIGHTS 16'-0' < TO < 20'-0' — SCALE NTS l �e OL U CHAIIHR BRACE rASTCrED 10 THE [Kum AND Rau SEAR. VIM 44) •12'4.3/4' sem AT EACH 2 I/O' END 15 PER ISACE) BRACE SECTION SCALE NTS SECUO£ PITH 441 142-1443r4* SOPS 45401 EBB) GA R. EHALM£L MEE 15 COI.UxM 1411114501 0' L150 4414115141 15 CA 51 U1PPLE. MARK VIM 04) \� 112-I)4/4' 004 0 1 1S CWT11npu5-•. o DASC RAiL \ I 1 I I M -ilii- i e-7 711=111=11 I= I I - 0 RAFTER COLUMN/BASE RAIL CONNECTION BEYAIL SCALE NTS 3/16 3/) (0rx(CTOR SLEEVE TO BASE RAR .0�S .%%-N� M0°1', cEN 9 p••a$`..vFfi• No 57170 *: :*= CENAECnq SLEEVE 1111 MID? WW1 SECURE VITI) 441 ste-114,4* WAS tErtil Dilo IS R0» RAFTDI 14 lilintrun 6. UM,/ Metal 15 GA. IS RUFFLE SECukE POST SO NIPPLE vire Pis sie-tridis• SOPS 19 11» 11-04AVEL tft...CE )(:ITee 1 \L\.—Ts emu COLON BOX EAVE RAFTER COLUMN OCONNECTION DETAIL FOR HEIGHTS 14'-0' < TO W-0° SCALE, NTS 2 lir 10 GO. PACE r•4TO.00 To nC plum AND 41304 Kam. vITIL (e) 111E-14s2re 5W5 AT CALel ia PER MALE) BRACE SECT ION SCALE NTS RAFTER COLUMN/BASE RAIL 2 CONNECTION DETAIL .— SCALE, NTS BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP TH5 FLAN ON JOB Building Inspection Division -lax. FL. L=enerp,Signature mt,Inni 0011111ilo ts, •S%„..*".\\4F-......114..01011,,..'14:, • .....%V......),G E N sz...-r.. , . ;. - -.;.:- • - -1 No 5: 1: 0 . ,.. .. • . - * .F CC:: 1:13 .• STATE OF • Lf-/ Z I- 0 .• J, .... ....0,. a ••••• , : 1444: L. e.\-0.• -,..,,i.—N A o -•imiltst.- Thls item has been dertronically signed and MASTER PERMIT sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not PLAN considered signed and sealed and the signature must be verified on any electronic copies. MOORE AND ASSOCIATES DRAWN RT. LT ENGINEERING AND CONSULTING, INC. DLO BT. PIM MA COMO* 25 INC IND.CRTv NMMB asocieVES GROICinne NO PROJECT NM USN CONSTLIDO. 10C teDineCalin RePea10XT108. ECPTPD. De DINED= USE CR ne BI ANI IS STIRCIII PROTIPTER eNr PROPIODOTT TICRELVEN IC Mune TO ISOM. *LIM CLIENT. 855 Agenda Item #4.A. 02 Jun 2020 TUBULAR BUILDING SYSTEMS 30,-ON2C1-0" ENCLOSED BUILDING CF. B 10 DAE. 12-18-17 SFAX. NTS 1All11;1730AS 1911. 68 J0VG. en sI -3 a 4 Master Permit Number B-15-92605,9900 RCV: 2/9/2013 7:59 Page 26 of 64 EITNECTOR SLEEVE TO RAFTER Agenda Item #4.A. 02 Jun 2020 SECURE %mi. 512•11A3,4* Sain TEAM ENSU TS REEF RAFTER ANOKA. LONG.--/ MAKI. TS 54. IS NIPPLE. SEEM POST TO NIPPLE VIM UT Al2.14e3/A. SOPS 1 5 TS MUNN 0 CA 11-O5755040. MACE \-.PS 2 I/4.m2 1/4,14 GA. REINFORCING 11045 Olin ANO SW LONG ELY/ sccun VIM (1 Al2.14A3/11. SUPS BOX EAVE RAFTER COLUMN OCONNECTION DETAIL FOR HEIGHTS 10'41' < TO 14'-0' lA SCALE NTS - - 1 MUM MINNA Re LONG. SLEEVETI> 3 a 6 r> T. C 046 TOR REEVE NI SASE RAIL 3ns 0 NPRPT IS W. SECURE WITH TO 5I2-144/4SEF'S 415*75 RML - cannectoe SLEEVE TO RAFTER 15 ROW RAFTER 57 MINIMA 6. KINDER IS TS NWPLE. SECURE POST TO NIPPLE tutu co aTE-tiolla• SOPS TS CIA.1004—/ SECURE VON T12.1.A3/4. SOPS (EACH EOM 8 U.CDANNEL. MACE BOX EAVE RAFTER COLUMN eCONNECTION DETAIL FOR HEIGHTS S. 10* -0' SCALE NTS 2 UV G' LT-CIAVAIEL WALE (Armco TO ENE ETILIANA MD gar SCAN. VON CO •12-140/4. SOPS AT EACIT ENO to FEB PACO BRACE SECTION SCALE WS BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP 11415 PLAN ON JOB Building Insp.,. Bon Division - lex- FL Examiner Signature mils, License 71 11=111=- 11 I= I I:- Thls Item has been electronically signed an4 RAFTER COLUMN/BASE RAIL MASTER PERMIT .,loglii1114:4, %,,%•‘,AE_ S. Molle, S' 10' -•••• --.. Oni•:,. EN&z.:T.1,:, 1 .. No 57170 ... . * : = :1:C r. STATE OF .:41,4" • ... • ...c%". •-• V". . •• •,,,,,<•.,,;*•.4 0 R 10..• c. - •.... • ... . .... ,t,N. %%I., °/•49/ON Al- •''‘ "iiittisin10-% CONNECTION DETAIL SCALE NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. ROTIZIO INC TIMM Of KOK MO ASTUSIATO DISITOONII 4141 PROJECT !Oh VD. DATE. 5e -11R-17 SCALE. NTS I t6022S,173955 JOB TO COOLTITTS LigNITNIRILCII ROTIMACTOL MTN& rtaionusg 11 DC OWLS' TO LEM ACTIO4 CL TNT. US IHSTLIPLIT WT. 6C OW. HD TX -3 V.. 4 ogg =Wan tg MOLT is0441Tat aND MifF PERPOCIOLT - - PLAN Printed copies of this document are not consIderad signed and sealed and the signature must be verified on any electronic copies. DRAWN Y. LT CHECKED T P111 TUBULAR BUILDING SYSTEMS 31.I-ON.20.-0^ ENCLOSED BUILDING EXP. B Master Perrett Number 3-18-926053.000 PCV: Zi3/203.8 7:59 Page 27 of 64 29 GA 6444.V4.41ITED IR:TAL ROM AHD Vat. MILS rASTM11 ID RATTERS AHD EMUS 2, ID 64. U-814440 L IMAM rASTEUIO TO RAFTER VTTH 041 [.2.44.].4' SOPS AT EACH END 01 PER BRAMEI 39'•O' RATINM IVFIER 108(1 TYPICAL RAFTER/COLUMN END FRAME SECTION_ SCALD NTS SEE MITES (LCET ]I TOR 1Mr1Np1 SPACMG LEmGm limits REPEJIDDE DI IRMIEA AHD SPAEIW 91 RATTERS TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION - SCALE Fir S. Agenda Item #4.A. 02 Jun 2020 29 GA. PAR= reStreED TD R17tt(S 9O oastiD ts NIT }i 24' ID GA- U-CNANIIR [duce rwstoMA Tp RATTER olio (I1 A1e-I43/4' SerS AT iREN DM M PER DRAEEI ]Y -D' MOM RATRR SPAN TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE. NTS BUILDING PIANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP TN6 PIAN ON JOB Bullding Inspection Division -Jas., FL Examiner Signature IS'f License*, Ltumru,, �J‘� E S M 4, .%,.a4, •• O E tti..* '9�: ii No 57170 • _ it ▪ * 9 : STATE OF C?,�. '/SiONAi%so'S This item has been electronically signed and MASTER PERMIT snB by tma zgna core, E. e. MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. CHECKED Br PHe PLAN Printed copies or this document are not considered signed and sealed and the signature must be verified on any electronic copies CRAW BT. LT TUBULAR BUILDING SYSTEMS 30'-0"x20'-0" ENCLOSED BUILDING EXP. B 1 Da MOW ILDC MUTT Of IDOL Dm =CUM D1 11 00 NO PROJECT t�VSN 0:101.0:101.4.0100L TIC ~mem DEPDOAICflPI. W!TM¢ R NT1 VISE DOB Or L. ren =WOO IS PRIM, 'Mantis me Mer 0X00 Ir MDLIRW IMT IL RE DA= 00 LEODL AVM .CLIENT. TRS AB 00 DATE. 12 -ID -I1 (SCALE. NTS I IFOVinThOOO rOMT. 7 IIvG 111, 1K-3 kW , I Master Permit Number B-18-926055.000 RCV: 2f8/2018 7:59 Page 10 28 of 64 Agenda Item #4.A. 02 Jun 2020 StREVS MOOTED Di II:1V Dal SUM VIM itaS 4*2-1414/4:: SS'S TEACH OM IS 1014 NAFTER 18 81151881 6 LEND, mama (5 TS NIPPLE SEORE ITN RAFTED AND POST TO .IIPFLC V)ITI 10 02.144/4SW'S 3:42 ,LE - 111 111. 11-81404/30. DIKE BOX LAVE RAFTER COLUMN CONNECTION DETAIL FOR HEIGHTS 14-0' < TO < 16* -0' CA.E NTS 1ID OA U0475'51. mast FAENED STTO NU C GCLDI WO Mr BCP". PITH (0 02.14.1/4. sirs AT (ACM 2 VI. CO DI POI SIAM BRACE SECTION SCALE NIS 0 RAFTER COLUMN/BASE RAIL 2 j CONNECTION DETAIL •-• SCALE NTS MASTER PERMIT PLAN MOORE AND ASSOCIATES BT. LT ENGINEERING AND CONSULTING, INC. DIEEKES ITT: PIN BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP THIS PLAN ON Joe Building Inspection Division- Au, FL Examiner Signature meisaimi tkense ti- ,,„,, iii,,,,„, S. ',ay ..• As . No 57170 '..% ... :11191.1. STATEoNm.O.: %4".:C•14 0 11 • ts+, .......... 14.11111111 This kern 1185 112711 electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document 712 1108 considered signed and sealed and the signalize must be milled MI any electronic copies. TUBULAR BUILDING SYSTEMS 30'4`x2V4" ENCLOSED BUILDING EXP. B LONIC ASSOCIMES DIVICENNIS INS PINLEET VSN SOD h7 Alfa NTS 11731ORS PaOrdlitgen"liglAnure Isselagoer TroCuPtit /CLIENT: SHIL ND Slt-3 Vs 4 Master Permit Number 6-18-926053.000 RCV: 2/3/2_018 7:59 1{ Page 29 of 64 Agenda Item #4.A. 02 Jun 2020 94 SCREWS REWIRED 111 IERT (440 SECITAC IAN CAI A/2-160/4• SIP'S TEACH ENO TS DIV RATTER te 3 IQ =RCVS REWIRED IN SW Dal TS TOW RATTER I2 ;.? 94949022. BRACE 411111112/4 6' U320. TOTIARICI 45 EA. TS MAPLE SECURE kW RATTER AND POST TO KIPPLE 0IT11 (4) 44449 slr TS TIKURT1 \-TS41 1/091 RA REWITOREINT fe9 SORG TRW AHD 5'-9 LEM gm SCEURE VU GO 612.1.41.3/44. SCE S BOX EAVE • RAFTER COLUMN eCONNECTION DETAIL FOR HEIGHTS 10'-0' < TO < 14'-0' SCALE NTS COLLART HIRDROI 6' SCRO. A 15 GA. Eiriaatelne SLEEVE 11:412-1405 92VtbS TS CalTBEEITTS 8942 RAI1_ 9TPT-±-2-r RAFTER COLUMN/BASE RAIL CONNECTION DETAIL SCALE- NTS 41. 141141601 6" 1119092I 15 65. IS AIME. SECURE SOY RArTER AND PLIST TO NIPPLE LOTH TA/ 012-19.3T91 OOPS MORE W1714 TO 1/12-1993A0 $2(5 TEACH DOI ID 119 U -C9991. ARAM BOX EAVE RAFTER COLUMN 0 ''' CONNECTION DETAIL IR FOR HEIGHTS i 10'-fr '' SCALE NTS 2 1/2" 1B 6.1. WEHAVIEL BRACE FASTENED SO 199 COLON AIM ertr SCAM, 0IT14 1412-41.3/4" sera AT EACH ERB to PER OWE/ BRACE SECTION SCALE NTS BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP THIS PLAN ON JOB Building Inspection Division - Jar, EL Examine, Signature • atin I License Prfri - This Item has been electronically signed and seausiniedg al7/1gV;staarSleg4;"satMucr:rae;c1I trASTER PERMITte. osiAs ....... 0 4 . • ... E • • No 57170 '• - - • 7- -0 1.13% STATE OF 1.; 0 4%, • A's .Z* tc••••4 0 R ‘C?..** lot 'ONAL% PLA MOORE AND ASSOCIATES ----T991 lir, Or ENGINEERING AND CONSULTING, INC. DECKED IT. PM Diu lieXUMIENT 11 TIE PECPEOIT OF RUC 44111 MECUM ERIK lea PROJECT NOR WM COOSIMMI. 11C eneurie7KC8 KIIONCIIID4 CC4404. 01 ORCKRIK KC Cr DIP 1000434 IS STKICrie Pipeline sea Nor larViliGDOO ThentreSi Mr K =OCT TO LEGAL KM,. CtrICNT. Tits . ,.. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic TUBULAR BUILDING SYSTEMS • 3Oi-trx2V-0" ENCLOSED BUILDING EXP, ittlit PATE. 12-113-17 SCALD NIS 1 1II7Z46 6)41. 88 TUG. SK -3 4 Master Permit Number 6-18-976053.000 PCV: 213[2018 7:59 Page 30 of 64 BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEED ROE De F11E116064 FIBERS INSTALL IM.A6 3/4' EseenSION ANCHOR THADIGH ItAIC RAIL WITHIN 13- EACH ROM' a 4 .. (0 '.? ' 1 I 1-7----11 1-7,----;THIFfill IONIAN 3 ENDEONCHT ORM 4 0 =17i ...._, _Lri-rti_niii7-11- VARIES 04 _GRADE s' 11131LLIMIC COMPETE MUM r3000 PSI BINS REINFORCED VITH OR RAS CINIDAJOul N CONCRETE MONOLITHIC SLAB 3A 1 BASE RAIL ANCHORAGE SCALE, NTS MINIMUM ANCHOR EDGE DISTANCE IS 4') . COORDINATE VITH -.MAL CODES/ORD. GENERAL NOTES CONCRETES CONCRETE SHALL HAVE A MINIMUM SPEI:IFIED COMPRESSIVE STRENGTH OF 3,006 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL, FON FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE PER ACI -3I8, 3 INCI-IES 114 FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR wEATHER, AND 1 1/2 INCHES ELSEWHERE REINFORCING STEEL: THE TURNDOWN REINFEREIN5 STEEL SHALL BE ASTM A615 GRADE 60 INC SLAB REINFORCEHENT SHA..J. BE '/0 000 VIRE FABRIC PZETINQ ASTM AIELS OR FIBERGLASS FIBER RF_INFDREEMENT. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: I REINFORCEMENT IS BENT COLD. 2 THE DIAMETER OF THE BEND. MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX -BAR DIAMETERS 3 REINFORCEMENT PARTIALLY EMBEDDEO IN CONCRETE SHALL NOT BE FIELD BENT HELIX ANCHOR NOTES, 1 FM VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL AND COBBLES. CALICHE. PRELOADED SILTS AND CLAYS USE HINIHL4 E2) 4' HELICES WITH MINIMUM 30 MEM EMBEDMENT 2 FOR CORAL USE MINIMUM (2) 4HELICES WITH MINIMUM 30 INCH EMBEDMENT 3 FOR MEDIUM DENSE COARSE SANDS. SANDY GRAVELS, VERY STIFF SILTS, AND CLAYS USE MINIMUH (2) 4* HELICES WITH MINIMUM 3D INCH EMBEDMENT 4 FOR LOOSE TO IFEBILN DENSE SANDS, FIRM TO STIFF CLAYS AND 5h.7S AL-LIVIAL FILL USE MINIMUM (2) V HELICES VITH HINIHU11 50 INCH EMBEDMENT 5 FOR VERY LOSE TO IEDIUM DENSE SANDS, FIRM TO STIFFER CLAYS AND SILTS, ALLUVIAL FILt.. USE MINIKIII (2) 8' HELICES WITH HIN170J14 60 INCH EMBEDHENT 6' IMO S ma or ASPHALT PAWNERS In GROUND =FACE Agenda Item #4.A. 02 Jun 2020 DRI, MAKETER 70.0 T700ZI TIE lAsE RAIL AHD SCOPE 70 ARDOR EtE VIlO me NARVER BROM 03.0 E1-T:711S11111--EE1-1E111111E _ -1E1111E:=11-=E1-11:- 1-L-191= -I 1I 1112IIEIIE1I1II IS 1 COHIDANIZS DASC RAIL HELIX ENE 47.0011 1600 MIS MIRO GROUND BASE HELIX ANCHORAGE SCALE NTS (CAN BE LSED FOR ASPHALT) MATER PERMIT PLAN BUILDING PtANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP TH5 PLAN ON JOB Building Inspenkm Division - J4. FL EiorninerSIgnature ticeme .,0101111i Hi% e's%Ots. \F;c• ..................... ..... • E N No 57170 : — 7.13 r STATE OF :4/ 1. 0 Ar C 0 R 0:11:1•\$* .... ;.; ... •.‘„\C" -"1111l11. item has been electronically signed and seakd by Wayne S.. Moore, PE. using a Digital Signature and drta Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. MOORE AND ASSOCIATES 138"1.7717Y"-1 TUBULAR BUILDING SYSTEMS 30*-0"x20*-0L1011lb " ENCLOSED BUILDING EXP B ENGINEERING AND CONSULTING, INC. DIEMEN ay, Pali 1/111 IMMO IS 1. Age. IONE ANI/ ASSOCIATES 0131KCIMS Nal MUCCI Ir/lo VS11 UEFA 12-161-117 SCAM NT 1 0&B22l1 CEKSILT114 THE Losit`Tioazte CCP11111. OR OMAN= Lac w 77778 socumpor 78 swim. mamma anD elwr adraPiama TICKLIPERI 1770 SUILCCT 10 LOW. KIM ,13.111T. 11$ 910. 9A WC. 10 91R-3 V.1 4 Master Permit Number 6-18-926058.0CA RCV: 2f812018 7:59 Page it of 64 OPTIONAL FOUNDATION ANCHO VVF DR r1ttNOtASs FIBERS STALL 1/2'O ANCHOR ROD T AI EAG; RAIL WITPOST #SCE DETAIL 'C9 ;TIP) 1 #/a' KNOWN 6• .� ENECEIENt rTrP.i 1,1D67LRNIC CONRETE TONING 3081 PSI NIN1 REOIFEMCED VON Tb las CBOURINS ea . 1— I I I-- -I l l- --it�—II CONCRETE MONOLITHIC SLAB BIA BASF RAIL ANCHORAGE sCALE1 NTS MINIMUM 'ANCHOR EDGE DISTANCE 1S 1 112') n COORDINATE VITH LOCAL CODES/ORD GENERAL NOTES CONCRETE; CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,008 PSI AT 20 DAYS COVER OVER REINFORCING STEEL: FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFfRCINC, BARS SHALL BE PER ACI -738 3 INCHES IN rOJNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH DR EXPOSED TO THE EARTH DR WEATHER, AND 1 1/2 INCHES ELSEWHERE REINFORCING STEEL; THE TURNDOWN REINFORCING STEC, SHALL BE ASTM A635 GRADE 60. THE SLAB REINFORCEMENT SHAD BE WELDED VIRE FABRIC MEETING ASTM 0185 OR FIBERGLASS FIBER REINFORCEMENT REINFORCEMENT MAY BE BENT IN THE SHOP DR THE FIELD PROVIDED; 1 REINFORCEMENT IS BENT C0.0 2 THE DIAMETER OF THE BEND, MEASURED 011 THE 145163 DF TIi• BAR, I5 NOT LESS THAN SIX -BAR DIAMETERS 3 REINFORCEMENT PARTIALLY EMBEDDED IN CDN:RETE SHAIt NOT BE FIELD BENT 00 yam/0 O A]6 D T/CONCRETE ANCHOR ROD THROUGH BASE RAIL DETAIL SCALE• NTS GE FOR LOW & GI3 1NSTSL, V0P P1IC)W wr DR IQ THIN NI E RAT- rjmi �S nal ism DEtij 'C; Ca e 11,1, 11,1, YP 1 'IIUlH C CONCRETE rOOIOG [3609 PSI HUD ROM:REED VITT COT ■1's CENTI1MADS 11111 =7111 +I 1`—f 11 {^I 1'C CONCRETE MONOLITHIC SLAB BASE RAIL ANCHORAGE SCALE NTS (MINIMUM ANCH6R EDGE DISTANCE IS 1 1/2't N COORDINATE WITH LOCAL CODES/URD R PERM; PLAN MOORE AND ASSOCIATES DRAWN .Yr LT ENGINEERING AND CONSULTING, INC. acme am PDH JAttiCESIS T * umeumaseutga Xtma ASSOCIATES Oil 0� rrt O' leCTINNO NG PRD.ECT MGR. VSD1 IRS DRtDtNT LI MM., MCHNBITED ma IMT PraB1Db#ar MAY CLIEMTr� 3c sas�EeT to tial ltrlvl BUILDING PLANS EXAMI REVIEWED FOR CODE COMPLIANCE KEEP THIS PIAN ON )OB Building Inspection DMslon - sax, FL. Esasniner Signature mos, License N^ ,�`►Ep1111I�1g,, S•M No 57170 ::::,_,,,,,.1/4;SioifoNTFEIA‘i OF I• This it ui has been electronically signed and sealed by Wayne 5. Moore, PE using a Digital Signature and date. Agenda Item #4.A. 02 Jun 2020 MOE Printed copies of this document are not considered signed and sealed and the signature must be verified on any electtonlc topics. TUBULAR BUILDING SYSTEMS 30'-D"n20'-O ENCLOSED BUILDING EXP- B OATEN 12-19-17 SCOLD NTS IIGO ?S/173D0S I 21r. 99 DWO., IITY ac -3 Vs 4 Master Permit Number B -1S-926055.000 RCV: 2/0(2018 7:59 Page 32 of 64 BOX EAVE RAFTER END WALL AND SIDE TYPICAL BOX SAVE RAFTER END WALL FRAMING SECTION SCALE: NTS REgET 3 FOR HOKIN SPACING fOU CAVE RASTER/CO.1RW ASSERIXT Agenda Item #4.A. 02 Jun 2020 ALL OPENINGS SEE Ra11ES KNEES NUM, COR ACING SMUG OPENING FOR POU:Lea - Dam VIM READER (PElsile, EOR Slanting DOOR VIM PER OPCRIAG C of HEADER i41NGN6 aCO0 Vito TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING SECTION SCALER NTS TYPICAL BOX EAVE RAFTER END WALL OPENINGS FRAMING SECTION SCALL, NTS Vilna FOR )44 011); VItN REAM ANO VINDOV RAIL 10LS0 VAAPPLLLIC O 1LE 10 EN P PLAN SUODING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE . IOEP THIS PIAN ON JOS Bung Inspection Division -Jaz, FL. Enaminar Signature License N^ L_rl 111111114. sss* tN S • MOO , •,,i • • No 57170 isc STATE OF ; /1/ iOF,,C� O R 19•� �S• l/,1S.ONAf , s" item has been electronically signed and by Wayne S. Moore, PE using a Digital Signature and date. Printed copies of thls document are not considered signed and sealed end the signature must be verified on awry electronic copies. MOORE AND ASSOCIATES l)RAYN 8Y. LT ENGINEERING AND CONSULTING, INC. CHECKED ISYS PIH MIS DQIJOIT 1f ITC Po Pf UT OF IZIE moo AS11KIKEs DCPECRING AIO mmi.ma TftC MMYEMt1tn ROVOINLI1011,CIPT118.110 MEWLS 16E 17* rwls IDEtacia 10 STPICrir PAGPLITED Al1D Pl11POCIVIT TICKLPON 1K Spa. TITS SMOOT TO LECK RCTIS& PROJECT NCR. WSII TUBULAR BUILDING SYSTEMS 3tY-0'x30'-0"ENCLOSED BUILDING EXP, B OAT& 12-18-17 BIT. 10 SCALE. NTS tNG. ID *11-3 Master Permit Number 6-16-926058.000 RCV: 2/8/2013 7:59 Page 33 of 64 Agenda Item #4.A. 02 Jun 2020 BOW RAFTER END WALL AND SIDE WALL OPENINGS SEE MITES tSNCET 3) FIR RAXINIP) rPAEROG I �F TYPICAL BOX EAVE RAFTER END WALL FRAMING SECTION SCALE' NTS SEE HMS MEET 3) Coo MwtIMPI SPACING 101 CAVE RKTE0/COLUW /-101 ASSEOLr SEE NOTES COKE! 3) FOR MAIPVM :PACING OPENING fill MEN RERDI Trtm WADER rat DWI r rr1noo COR VYMMS MO)I TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING SECTION SCALE. NTS TYPICAL BOX EAVE RAFTER END WALL OPENINGS FRAMING SECTION SCALE' NTS 00000 FOR UMW VITN HEAVER A00 VENWN RAMI, 1A1STi ARRLICATRL 10 NGV v BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP 11115 PLAN ON JOB Buil Oog Inspection Division -Jas. FL Examiner Agn*Nre *,an Ucema F'^ srr 00111,', ,' •. No 57170 *: * �9Q : STATE OF rr o '/SS'ONp il ECS,. This Item has been electronically signed and Moore, PE MASTER PETIT byd Wayne °date - Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. RDouoa 111 ac POmRTr Rr IOC AMD essaar 01 OIOD[EDDa AMO mamma L( w merelaD AEP®McUEN,WPI'MR O 001000/0 tat Cr TM MIAMI LS 1tlleru POI MOPED MOMt01TO104100 1 IBEIMPOI MAr LIQJ[CT ro 1LEG1L how PLAN DRAW. 81. LT OECkt, BY. PINI PROJECT MGR+ VIM EL FAT., 1'RS TUBULAR BUILDING SYSTEMS 30'-0" 3120.7.1• ENCLOSED BUILDING EXP.10 I Jos 10 DATE. 10-1/841 (01Mi ins160422S/173M SMT. 11 DVS MD SK -3 IftEW 4 Master Permit Number B-18-926058.000 RCV: 218!2018 7:59 Page 34 of 64 ,T PATTER Agenda Item #4.A. 02 Jun 2020 BOW AND BOX SAVE RAFTER WALL OPENING D 2••r•r l6 Ga. ANGLE 13D SECURE TO ECLUM4 14X IR)P ITA tam ate 2 @) TOP NO2 DN SDS • -TT END COLOw END COLUMN/RAFTER CONNECTION DETAIL SCALE NTS to DE E4I0eI ER MIA 104504POSTO� �TS TRSSED RArTTR ONWD. 0I KADEN 2'.2'.2. 16 GA ANILE Cu? SEGUE TEl [CUM RKtER CH'RD/H MD FAR VITN 012-I..3/4' SIMS SIDE =TIM AND 2 ON )RITE: Al BOLL -IP D� 040401 T, POST MILD bE 4845) v(TN 44 , CLIP POST TO DOT MAT O1 SIDE .--t.0)P)SITE THE OPENIAG. TS HEAVER, 1100E-1 444, 04 vWDOv PAR t - NIPPLE TC 3/16 SASE RAR 3/I6 I 0 COLUMN TO HEADER, BASE RAIL, OR WINDOW RAIL CONNECTION DETAIL O SCALE- NTS NIPPLE 10 BALE RAIL TS COMM TETRAD, Team, WAG. 1260,11,1 GA,TS NIPPLE SER^IE vim (4) ))1-14.3/4• SC,T`S rand• 66 GL CLIP MIZE SEEWE TD RAPTER EDWro1 ARO DALE RAR V/)() 0-143/.• sw,s, DUDE BASE RAR END COLUMN/BASE RAIL CONNECTION DETAIL SCALE, NTS 3.12 / 3/161' • - _ ANT NIPPLE ° �r P J Nl0THN 6' TM. I ✓ --i J "NIPPLE0, SECURE )EACH e _ VON ■i) 0,2-1111]/9' }SPS 115 001147 I DOUBLE HEADER/COLUMN :\r/CONNECTION DETAIL SCALE. NTS tI { TS MUSH WOW 6' 00)0. -NTNIHM IS GA Tx o e '4(16 ( SEtURE •5/ vitx au ■tzI43/.• 4 \\ sDP s 4 p ` ° 1S 0081(4000 -!- . �BAYE RAR �7111�D1rt11 11111=�' COLUMN/BASE RAIL (HT) CONNECTION DETAIL SCALE NTS BUILDING PLAIDS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP THIS PLAN ON JOB Building bmpection Division -ILA., ti Examiner Signature License 1R^ 'C, ER PERMIT PLAN MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. 1■1Ts BDGR[.r a ORD MOM= E1611[[atlR N MANN 50. LT CHECKED DTT PDN mamma OC umun RT0 I. secuc+. PROJECT 11(It1, VSN �.,. KPDOOIRTe 1 IICI) I4T 11170101 I sE LRC or tNt Immo 1S f1R1ERi MrRMKD ARO Nei f[44�OR1 n�RPd nsr K sumo. s0 LCCx 1lTR d.. ENT. AILS TS 008145 0R 00 ER@R5 r•r•2. 16 GA. 46(01.0 FLAP SUMS 1D EDAM AND EITHER TW DT n 41100. RJR 101104 Dr vaJDOv RAR V114 012-N.3/4• Sm"S ss Hasa DR UMW RAR HEADER OR WINDOW ORAIL TO COLUMN CONNECTION DETAIL SCALE, NTS N1N11441 6' LONG. NIRRRPI 1S G0- TS (1444lan) E!t 100 Dart 1112-143/)• SOPS OCULUIINIDEIUBLE HEADER CONNECTION DETAIL SCALE+ NTS ,yNS.1ST1 00,,', E N SEF.; 9�•�•�� •• c.' STATE OF• !Lu. o. This Item has been electronlmlly signed and sealed by Wayne S Moore, PE usang a Digital Signature and date No 57170 Printed copies of this document ale not considered signed and sealed and the signature rust be verified on any electronic EOplen. TUBULAR BUILDING SYSTEMS 30'-0'820'-0' ENCLOSED BUILDING EXP. B 5111"4 15-19-17 SED. 2 179:Alti;Es SITS 110 SX -3 1 Master Permit Number 6-18-926053.000 RCV: 218/2018 7:59 Page 35 of 64 Agenda Item #4.A. 02 Jun 2020 BOXEAVE RAFTER LEAN-TO OPTIONS ROOF XTENSION OPTION NA1 I STRUCTURE STANDARD LEAN-TO OPTION TYPICAL BOX LAVE RAF TER LEAN—TO OPT IONS FRAMING SECTION TH OPTIONS SHOWN) SCALE. NTS HAXIITIM WIDTH OF SINGLE HENDER RAFTER LEAN-TO IS 16"O 15 LOC TS 15 RIPPLE SEDATE [MIRA, TO NIPPLE WITH ID .1844AVA. SW'S NIPPLE 513 RAFTER TS SOT CAVE RAFTER TS EVIETTS 1 58(1(51)6- LOTTS.--/ I RAFTER 181M4P1 (5134. IS NIPPLE SECURE SWAN TO RIPPLE %me T0-144/4. 5D1-5 TS ELImPovjf SIESPE wITH 1341 .18-18454' 511135 cEADI END u-Disauct TRAcc SIDE EXTENSION RAFTER/COLUMN DETAIL &if, NTS BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP THIS PIAN ON 10B Building Inspection Division- las., IS GA. ANGLC 0.15 SMITE ID COLLIN AM RAFTER VIM .15-14A3t5s Strl 8 TN TOP ms e OR 101501 15 effrEgt TS LEAN—TO RAFTER TO RAFTER COLUMN CONNECTION DETAIL SCALE, NTS Es58nines 515)58101) .44=1 Iksn58 13" MASTER PERMIT PLAN MOORE AND ASSOCIATES GINEERING AND CONSULTING, INC. 1002tumors is TIC MUTT cr laic Aare ASSOCIATES ENSINC1311.6 AND WE, L2-111-17 CONSIMOSL TI6 tRANTOOTICES III.MONCTICAL woo. is imam= uss MEI MINOS IS SMOLT mom= 01111 strurcoorr sicsayou ten es sum/ To soft ocinn MIMI', _ . SOT. 13 MAIM BY. LT DEMO BT. PRI PROJECT KR. 815P1 e . No 57170 • ThTs Item has been electronically sIgned and sealed by Wayne S. Moore, PE. using a Metal Signature and date. Printed copies of this document are not conSelered signed and sealed and the signature must be verified on any electronic copies. TUBULAR BUILDING SYSTEMS 10'-0N20=0"ENCI4SED BUILDING EXP. B Master Permit Number S-13-926058.000 RCV: 2/812018 7:59 Page 36 of 64 BOW RAFTER LEAN-TO OPTIONS STANDARD LEAN-TO fF.TION HAIN STRUCTURE Agenda Item #4.A. 02 Jun 2020 TYPICAL DOW RAFTER LEAN-TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN) SCALE, NTS HATIMUH WIDTH Of SINGLE MEMBER RAFTER LEAN-TO IS tat SEALWs WOWED EN VON ENV 282..2' 16 GA. ANGLE CLIP SECURE TO COMM TeD RACIER 611114 12 11.3/4t 202 2 EN TOP 6811 2 EN MEDI 3 SECUVE 101 114 NO 14-14e3.4. SDPS 10432 Oita TS 2214 RAFTER 22 IS 8 64 41- s.\-11 CIVEurs SIDE EXTENSION RAFTER/COLUMN DETAIL SCALE- NIS MASTER PERMIT PLAN MOORE AND ASSOCIATES DRAWN lb LT 30t0-x20t0" ENCLOSED BUILDING EXP. B ENGINEERING AND CONSULTING, INC. DWI 0 IV Poi p1oi ao TIRO lauctaiDa u ne P•OPERTY EP' =PIC PRI PSOCIEMT13 EatdalEENT4 ANO PROJECT 1CR, vbi DATE. 12-1111-17 war. NTS 60MS/17303S 1210110041 be Leauncance 101101te104. CYO& OA OTHODASS 16C Or WS ICOACAT 12 SIIIETLO MU= NO Me, 1.011.411.011 THEREUKTO 2280 WO. DO SX -S V... 4 .. JCLJENT. TDS NT. 14 . , K DulLeCT III MGR. Wet T BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP TH5 PIAN ON JOB RuilrEno Pepection Division- Jaa. FL Examiner Signature nni5.03/1 License N. ," 1.. , ii,,,„,,, IA .o'‘ 4- s- 11404•• , _...d. ....... . 0 .,,, , • N., ...--...‘4.,-....\-GEN8,e• 4).e...1. . • .. .• .. - • : No 57170 '. .. . r. *: : * V• I - . :: • * "',,STATE LOF%:/ef: CC." I- 0 .• ,(,..••4:,0 R ‘g... •• c.i,•• -• -19/• s• 3"e --trrigiuto This item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date Printed copies of this document are not considered signed and sealed and tie signature must be verified on any electronIc conies. TUBULAR BUILDING SYSTEMS Master Perrnit Number B-18-9260_53.CCO ItCV: 218/2018 7:59 Page 37 of 64 OX EAVE RAFTER VERTICAL40OFFSIDING OPTION TYPICAL END ELEVATION VERTICAL ROOF/SIDING OPTION SCALE NTS 111111 11111111111 11111 1111111 111111111111111110111 TYPICAL SIDE ELEVATION VERTICAL ROOF/SIDING OPTION SCALE NTS ROOF PANEL ATTACHMENT (ALTERNATE FUR VERTICAL ROOF PANELS) SCALE NTS e9 roL ro...v.uarro PETAL Ms vatirsS FAVEssal TD Poster% 16,111 MLLE DAMS Duseitt Mello* TYPICAL SECTION VERTICAL Roar/SIDING OPTION SCALE. NTS SEE NUMB lIB CAME RIBBING EMPANEL SPA= aAIT 3, Pee ICRE DWI 4-r Q MD MITENICD FUA EACH lirrIER 1.12-140/4° ebr'S 1 J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 TYPICAL FRAMING SECTION VERTICAL ROOF/SIDING OPTION SCALE NTS 011111,110%,_ cle s. 44o '14 ......... •*<,\GENS.:)% 1.0 ▪ • • ••• : No 57170 •. BUILDING PLANS EXAMINES : REVIEVVED FORF.-.13: CODE COMPLIANCE KEEP TM PLAN GU J08 • STATE OF 1. 4"•••••As.4 Building Inspection ii -ix Ft. .. N Examiner Signature rads.temi IMO License N^ - This ltern has been electronically signed and smAsTER PERMIT ....--r„kdabEl'„rayne ita, Si)L5n.atureTn'S date. Printed copies of this document are not Ponsidered signed and sealed and LAN signature must be verified on arty electro -dc cthe copies. Agenda Item #4.A. 02 Jun 2020 MOORE AND ASSOCIATES 'WWII D5. LI TUBULAR BUILDING SYSTEMS 30-0"120qr ENCLOSED BUILDINGEXP B NGINEERING AND CONSULTING, INC. DEMO 1111 P131 nc import is sew 4.0 usccuttsptplariss ma PROJECT HC 1/24 WE. 12-18-17 Sep C. NIS IXi ie. 1A2S401731106 taUM atm are. 711 Oa- 15 TMG. 10 SX -3 laVa 4 lAPINORIZCII 1111,201iLaffat. CCIPNAO 4. t unsure= NSC or 11 Mins maitilt4 out eel Yelle/Webri hrENCIPOI111411 1 Master Permit Number G-18-976053.009 BOP 2/3/2015 7:59 Page 38 of 64 OPTIONAL DOOR HEADER 2 1/2x2 1/2-14 GA. CT IfP3 HEADER DETAIL FOR DOOR OPENINGS 12'-0* < LENGTH 15'-0' SCALE NTS 2 112x2 1/2-14 A. (uP) 3/16 I> 3/16 \ HEADER DETAIL FUR DOOR OPENINGS LENGTH (.12'-O SCALE NTS BurEttlErYgnOTIER CODE COMPLIANCE KEEP THIS PLAN ON JOB Bulldog Irspection DiveJon- M. FL Exceniraer 5gnature • 14^ MASTER PER IT •ffl111 o $•••• • No 57170 : . * CC **. STATE OF Thls ▪ 0 R •• ‘• fter:Diheatsobsigneenaet.lectroawnIcadalltelf ssigned and seated by Wayne S. Moore, PE Printed copies of this document are not PLAN core.dered signed and sealed and the signature must be verified on any electronk copies. Agenda Item #4.A. 02 Jun 2020 MOORE AND ASSOCIATESWWI rit. LT TUBULAR BUILDING SYSTEMS 301.-o"' ENGINEERING AND CONSULTING, INC. DEED Br. Pori 40'-0ENCLOSED BUILDING EXP 8 itz.utcnatipsygr OF foncrogrecsagratrucci. PROJECT ii vS9 DAM,. 12-10-17 =ALT. NT$ mos is SMOLT It= MD 1*/ Ilir bodIANI PAT SW 11 WE 10 0-3 A 4 52 Master Permit Number B-18-926058.000 RCV: 2IS/2018 Page 39 of 64 Page 40 of 64 X11111 !I�I��II11 R 02 Jun 2 CITY OF ATLANTIC BEACH COMMUNITY DEVELOPMENT BOARD STAFF REPORT AGENDA ITEM 4.B CASE NO. ZVAR20-0004 Request for a variance for relieffrom required floodplain storage as required by Section 24-68 at 590 Jasmine Street (Lots 1-6 Block 120 Section H). LOCATION 590 Jasmine Street APPLICANT Hoose A, LLC DATE May 12, 2020 STAFF Brian Broedell, Planner STAFF COMMENTS The applicant is Hoose A, LLC, the owner of 590 Jasmine Street. The property is located on the southwest corner of Jasmine Street and 6th Street West and is currently vacant. Last year, the property was rezoned to a Special Planned Area (SPA) to allow for the re -platting and development of the property into 3 single family lots with street frontage on 6th Street West. The property is also located within a Special Flood Hazard Area (100 -year floodplain). Section 24-68(c) requires floodplain storage for lots located within a 100 -year floodplain. In preparation of submitting the permits to re -plat and develop the property, the applicants are requesting relief from the required floodplain storage. Section 24-68(c) states, "There shall be no net loss of storage for areas in a Special Flood Hazard Area (100 -year floodplain), where a base flood elevation has been defined by the Federal Emergency Management Agency (FEMA) on flood insurance rate maps (FIRMs). Site grading shall create storage onsite to mitigate for filling of volume onsite. This storage is in addition to the storage required for the increase in impervious surface area. The applicant shall provide signed and sealed engineering plans and calculations documenting that this "no net loss" requirement is met." The required floodplain storage would be in addition to the on-site storage required by the City for stormwater. The applicants are only asking for relief from the floodplain storage requirement. The applicant has expressed that the floodplain storage requirement is unnecessary because the floodplain is connected to the Intracoastal Waterway (ICW), an infinite water body. Providing compensating floodplain storage volume for areas that are filled below the Base Flood Elevation (100 -year flood stage) is desirable in riverine Special Flood Hazard Areas (floodplains). This is due to the fact that fill in riverine flood hazard areas take up floodplain storage capacity and can eventually result in higher flood waters. In this case, the property is located in a floodplain that would be flooded due to inundation from the ICW and not from riverine upstream drainage. Minor quantities of fill associated with residential development in the floodplain adjacent to the ICW will not affect the 100 -year flood stage. ri P V.0.1„11111.111111111111111111111111111111111111111111111111111111111111111111111111,11,11,11,11,11,11,11,11,1111111111111.1.1.1.1:1:1.1.1.1.1.1.1.1.1.1.. „, 10000IIIIIIIIIIIIIIIIIIIIIIII 41II W p 1 IIIIIIIIIII!I!I^,I i 11 1�ouiiiilluuu Y IUVui�, 1..,PI IU ...� .. I,I! �i � �III��R1rl� ANALYSIS Jun 20 Section 24-65(b) (1) provides that "applications for a variance shall be considered on a case-by-case basis, and shall be approved only upon findings of fact that the application is consistent with the definition of a variance and consistent with the provisions of this section." According to Section 24-17, Definitions, "[a] variance shall mean relief granted from certain terms of this chapter. The relief granted shall be only to the extent as expressly allowed by this chapter and may be either an allowable exemption from certain provision(s) or a relaxation of the strict, literal interpretation of certain provision(s). Any relief granted shall be in accordance with the provisions as set forth in Section 24-65 of this chapter, and such relief may be subject to conditions as set forth by the City of Atlantic Beach." Section 24-65(c) provides six distinct grounds for the approval of a variance: (1) Exceptional topographic conditions of or near the property. (2) Surrounding conditions or circumstances impacting the property disparately from nearby properties. The applicant stated that the property is located within a floodplain that is connected to an infinite water body (the Intracoastal Waterway). For this reason, placing fill within a flood zone on this property will not have an adverse impact on the storage capacity of the floodplain. (3) Exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. (4) Onerous effect of regulations enacted after platting or after development of the property or after construction of improvements upon the property. (5) Irregular shape of the property warranting special consideration. (6) Substandard size of a lot of record warranting a variance in order to provide for the reasonable use of the property. Page 2 of 3 X11111 !I�I��II11 R 02 Jun 2 REQUIRED ACTION The Community Development Board may consider a motion to approve ZVAR20-0004, request for a variance as permitted by Section 24-65, for relief from the required floodplain storage as required by Section 24-68 at 590 Jasmine Street (Lots 1-6 Block 120 Section H), upon finding this request is consistent with the definition of a variance, and in accordance with the provisions of Section 24-65, specifically the grounds for approval delineated in Section 24-65(c) and as described below. A variance may he granted, at the discretion of the Community Development Board, for the following reasons: (1) Exceptional topographic conditions of or near the property. (2) Surrounding conditions or circumstances impacting the property disparately from nearby properties. (3) Exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. (4) Onerous effect of regulations enacted after platting or after development of the property or after construction of improvements upon the property. (5) Irregular shape of the property warranting special consideration. (6) Substandard si:e of a lot of record warranting a variance in order to provide for the reasonable use of the property. Or, The Community Development Board may consider a motion to deny ZVAR20-0004, request for a variance as permitted by Section 24-65 for relief from the required floodplain storage as required by Section 24-68 at 590 Jasmine Street (Lots 1-6 Block 120 Section H), upon finding this request is not consistent with the definition of a variance, or it is not consistent with one or more of the grounds for approval of a variance. Page 3 of 3 Page 44 of 64 VARIANCE APPLICATION City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 (P) 904-247-5800 APPLICANT INFORMATION NAME Hoose A LLC ADDRESS 7563 PHILIPS HWY, Suite 208 PROPERTY LOCATION 590 Jasmine St RE# 170891-0010, 0030, &0 040 LOT/PARCEL SIZE 0.70 AC FOR INTERNAL OFFICE USP P)LIm — _ O FILE # A(Laooco EMAIL alex@jwbproperties.com CITY Jacksonville STATE FL ZIP CODE 32256 PHONE # 677-6777 CELL # 566-6400 BLOCK # Sec H Atlantic Beach, Block 120 LOT # 1-6 ZONING CODE COMPREHENSIVE PLAN FUTURE LAND USE DESIGNATION I L. PROVISION FROM WHICH VARIANCE IS REQUESTED sec 2' ° UTILITY PROVIDER C, 0. a t CG) The biLvt P' 6:4,,:A"' RCC11.iuvo'rlJr-16 Homeowner's Association or Architectural Review Committee approval required for the proposed construction El YES NO (if yes, this must be submitted with any application for a Building Permit) Statement of facts and site plan related to requested Variance, which demonstrates compliance with Section 24-64 of the Zoning, Subdivision and Land Development Regulations, a copy of which is attached to this application. Statement and site plan must clearly describe and depict the Variance that is requested. PROVIDE ALL OF THE FOLLOWING INFORMATION (all information must be provided before an application is scheduled for any public hearing): 1. Proof of ownership: deed or certificate by lawyer or abstract or title company that verifies record owner as above. 2. If the applicant is not the owner: provide a letter of authorization from the owner(s) for applicant to represent the owner(s) for all purposes related to this application. (` Pi 1 2fr10 3. Survey and legal description of property for which Variance is sought. 4. Required number of copies: four (4) copies, except where oriainal plans, photoaraphs or documents that are not lara_ er than 11x17 i the are submitted, please provide eight (8) copies of anv such documents. 5. Applicaionj ee of $300.00. HEREBY C THAT ALL INFORMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorized Agent I I/ SIGNATU7 OF APPLICANT Alex Sifakis PRINT OR TYPE NAME SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME Signed and sworn before me on this II". day of W4 �. Identification verified: Oath Sworn: `Yes �No KATHERINE DERRINGER MY COMMISSION # GG 156613 EXPIRES: December 2, 2021 Bonded Thru Notary Pubic Underwriters 19 VARIANCE APPLICATION 07.08.201 DATE DATE tly't,,.)'C" by State of i ) otary Signature y Commission expires County of ) `,,:m,r. "w) Page 45 of 64 A$item-#4.3. The following paragraph sets forth reasons for which a Variance may be approved, please cllaltulhi0:0 circumstances that apply to your request and briefly describe in the space provided. Grounds for approval of a Variance: A Variance may be granted at the discretion of the Community Development Board, for the following reasons. ❑ 1. Exceptional topographic conditions of or near the property. 2. Surrounding conditions or circumstances impacting the property disparately from nearby properties. This property is located within a floodplain that is connected to an infinite water body (i.e. the Intracoastal Waterway). For this reason, placing fill within the flood zone on this property will not have an adverse impact on the storage capacity of the floodplain. fl 3. Exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. • 4. Onerous effect of regulations enacted after platting or after development of the property or after construction of improvements upon the property. • 5. Irregular shape of the property warranting special consideration. • 6. Substandard size of a Lot or Record warranting a Variance in order to provide for the reasonable use of the property. a. Approval of a Variance. To approve an application for a Variance, the Community Development Board shall find that the request is inaccordance with the preceding terms and provisions of this Section and that the granting of the Variance will be in harmony with the Purpose and Intent of this Chapter. b. Approval of Lesser Variances. The Community Development Board shall have the authority to approve a lesser Variance than requested if a lesser Variance shall be more appropriately in accord with the terms and provisions of this Section and with the Purpose and Intent of this Chapter. c. Nearby Nonconformity. Nonconforming characteristics of nearby Lands, Structures or Buildings shall not be grounds for approval of a Variance. d. Waiting period for re -submittal. If an application for a Variance is denied by the Community Development Board, no further action on Another application for substantially the same request on the same property shall be accepted for 365 days from the date of denial. e. Time period to implement Variance. Unless otherwise stipulated by the Community Development Board, the work to be performed pursuant to a Variance shall begin within six (6) months from the date of approval of the Variance. The Community Development Director, upon finding of good cause, may authorize a one time extension not to exceed an additional six (6) months, beyond which time the Variance shall become null and void. f. A Variance, which involves the Development of Land, shall be transferable and shall run with the title to the Property unless otherwise stipulated by the Community Development Board. 19 VARIANCE APPLICATION 07.08.2019 Page 46 of 64 ADDITIONAL COMMENTS: See approval for variance from Sec 24-68(c) for 850 Begonia St. for precedent. 19 VARIANCE APPLICATION 07.08.2019 ------Agenda•It #4aB. 02 Jun 2010 Page 47 of 64 yto.:Jv L.) 1.) wyk, ol yvv:J.vy Prepared under the direction of and return to: lnn McKillop McKillop Law Firm, PL 7563 Philips Highway Building 500 Jacksonville, FL 32256 File Number: 19-0997 Consideration: $95,000.00 WARRANTY DEED Agenda Item #4.B. 02 Jun 2020 This Warranty Deed made this 15th day of November, 2019 between Sessa Properties, LLC, a Florida Limited Liability Company, whose post office address is 9378 Arlington Expressway, Suite 315, Jacksonville, FL 32225; Zero Ilanover Street, LLC f/k/a 0 Hanover Street, LLC, a Florida Limited Liability Company, whose post office address is 14560 Pablo Terrace, Jacksonville, FL 32224; NYC Enterprises, LLC, a Florida Limited Liability Company, whose post office address is 9378 Arlington Expressway, Suite 315, Jacksonville, FL 32225; and Jacksonville's Finest Homes, LLC, a Florida Limited Liability Company, whose post office address is 14560 Pablo Ten -ace, Jacksonville, FL 32224 (whether singular or plural, "Grantor"), and Hoose A, LLC, a Florida Limited Liability Company, whose post office address is 7563 Philips Highway, Suite 208, Jacksonville, FL 32256 (whether singular or plural, "Grantee"): (Whenever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts, and trustees) WITNESSETH, that said Grantor, for and in consideration of Ten Dollars ($10.00) and other good and valuable considerations to said Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said Grantee, and Grantee's heirs and assigns forever, the following described land, situate, lying and being in Duval, FL, (the "Property"): PARCEL 1 Lots 4, 5 and 6, Block 120, Section "H" Atlantic Beach, according to the plat thereof as recorded in Plat Book 18, Page 34, of the Public Records of Duval County, Florida. PARCEL 2 Lot 3, Block 120, Section "II" Atlantic Beach, according to the plat thereof as recorded in Plat Book 18, Page 34, of the Public Records of Duval County, Florida. PARCEL 3 Lots 1 and 2, Block 120, Section "H" Atlantic Beach, according to the plat thereof as recorded in Plat Book 18, Page 34, of the Public Records of Duval County, Florida. RE#: 170891-0040; 170891-0030; 170891-0010 Address: 0 Jasmine Street; 0 Jasmine Street; 590 Jasmine Street, Atlantic Beach, FL 32233 Together with all the tenements, hereditaments and appurtenances thereto belonging or in otherwise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. And the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple, that the Grantor has good right and lawful authority to sell and convey said land, that the Grantor hereby fully wan -ants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances except taxes for 2019 and subsequent years and covenants, restrictions, easement and reservations of record, if any, without the intention of creating or reimposing same. Warranty Deed File: 19-0997 Page 4g0f164 Agenda Item #4.B. 02 Jun 2020 This Property is not the constitutional homestead of the Grantor. IN WITNESS WHEREOF, Grantor has Ii,ereunto set Grantor's hand and sea the day and year first above written. Witness Signatu A--- Witness Signature: . . Witness Name: Witness Name: ..sarl Sessa P C a Florida Limited Liability Company By: , Scan Jagroh , Mana e Zero Hanover Street, LLC 171da 0 Hanover Street, LLC, a Florida Limited Liability Company PIY-11,- I Iff By/ Antliony Sifakis, Manager NYC Enter_prisesILLCI aylorida Limited Liability Company By: Sean JaftooManager Jacksonville's Finest lio s, LLC, a Florida Limited Liability Company By; Anti' SAW, Manager STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 15th day of November, 2019, by Sean Jagroop, as Manager of Sessa Properties, LLC and as Manager of NYC Enterprises, LLC, a Florida limited liability coinpany; and Anthony Sifakis, as Manager of Zero Hanover Street, LLC f/k/a 0 Hanover Street, LLC', and as Manager of Jacksonville's Finest Homes, LLC, a Florida limited liability company, who are personally known to me or who produced the identification set forth below. Signature of Notary Public Print, Type/Stamp Name of Notary Personally Known: OR Produced Identification: N, Type of Identification Produced: f'v J4bSO Warranty Decd File: 19-0997 Notary Public State of Florida Ian McKillop My Commission GG 128722 Expires 08/08/2021 Page 464 411.211.1.12.17jaaatny strootdaftskthqs71.52.01-491.4.1n, 6,0eales, PAIntrat Fab 17.1.111, 427, Plia1 By; clarosdy Agenda Item #4.B. 02 Jun 2020 rE. NA& .1719 Enlaters 590 JASMINE STREET ATLANTIC BEACH, FLORIDA RUA.) FCR HOOSE A LLC GRADING & DRAINAGE PLAN 11)nte _IC060964' ma lake ' (904)2561030 Y F106442410Hry elly &Wicker Inc. • Landscape Arditedure J5143224 1 vrws. .495042..432 _ .1.a6,00M1 'agc. 64 r TO 0 L a C CLOT. [CITE,6• BLOCK 1 1 0 MAP SHOWING BOUNDARY SURVEY OF: Laif 1, 3.4, 4, 9. ;.T.L. 9 iKC0A0tP P! hAt DCOK 5€CD01 r WANO0TOM Mums01 TO 184 033*3imnPn 14(TILOIL l 50utt4 Nln[ ]0 [ARt, M DMD COMITY. CL000 ZOIK •AL- 50'141 FL000 401K -At• .001 • 11 P1TTO' la" P n000 ZONE "Ar VACANT VACANT as VI ea 0 4 2ND nt;Asn6n >f4 01]2 041°°061 Hvg6n. 11 OD+A 001JW %f6. ,.;, 11,Il9'110 0 y Y 0401'16• LA[1 90.00.10071 0,1[n .00 • 10601 601CV 9e Oti'iC6pi'->aD�-_ „01.000 1 2 0 SECTION ' H'. 0 0 L 0 14 0 1 0 0€ A C H ,ems PLAT DOOK 10, PACE J 06000 /ITL -A€ 010 0 000 • /47 03000=«N 'At” 0OTA 36 I� SO ....cant I]O1'1[ ... s i30:43•36:4„71 Dat • iilSrlfale mut, ONK70V 006 0xwi Iia. DLOCK 100 FLOW ZONA '4E' VACANT re: VACANT • 44 4 se es Fe Ttria 1L. 0 :TT al dol �i�o i -_..- 0 l a e K( ATOM UPI NTT" / ftilF4 ,:• ilr 1 vACATIT 50.00• D'1LAP1 a r4 4'l16"•1c1 0P Kl 900.03']9" L f lL ASMINE-STREET 40000 l+w" (s0' R/ 0 BY PLAT) NuxD •+- N L o C K 12 I fxi0[D o} N 4 0 C K 3 310°8PD40l 7L000 twlL •At• M1 1140 0.0 Ei0010W AN1N0D00 N ODD '704." "7,1-7:074,7 4.7 D •.A Arms urc 'al looliuvAla�1�9 oilmr 'sHu run A 00I3lfritNN[5fu' DAL YLLUA[CaNfielt10ONW h VAL 0:0414 fi.114 MK 5..11A9 00 %KM 00/00 040100000 AT 00 Page 52 of 64 CITY OF ATLANTIC BEACH COMMUNITY DEVELOPMENT BOARD STAFF REPORT AGENDA ITEM 4.0 CASE NO. 11,1!1I1!I IIUl IP1111R 02 Jun 20 • ZVAR20-0005 Request for a variance to reduce the required side yard setback for detached garages up to 25 feet tall from 15 feet total to 10 feet total to allow for a detached garage with guest quarters at 46 15th Street (Lots 11 and 12 except the west 48 feet, Block 61, Atlantic Beach Corporation). LOCATION 46 15th Street APPLICANT Timothy John Geddes DATE June 2, 2020 STAFF Amanda L. Askew, Planning and Community Development Director STAFF COMMENTS The applicant is Timothy and Sherri Geddes, the owners of 46 15th Street. This property is located at the south east corner of 15th Street and Beach Ave (except for the structure/house on the corner). This property is located in the RS - co 2 zoning district. R The applicant is requesting to D � u �� construct a detached garage with `D guest quarters on the second floor. The proposed garage is located on �l the Beach Avenue side of the P!ll w property. This portion of the lot is 25 feet in width. 15th St. fKN;'i 11 CAIRA "yP ARJA:TRATA,, ACT Proposed garage location The required side yard setback for detached garages up to 25 feet tall within the RS -2 zoning district is 15 feet total and 5 feet minimum on either side. The proposed detached garage would be located 5 feet from the northern lot line and 5 feet from the southern lot line, resulting in a total side yard setback of 10 feet. The variance request is to reduce the required side yard setback from 15 feet total to 10 feet total. This lot is considered a double frontage lot. Per Section 24-34 (b) "..lots having frontage on the Atlantic Ocean, the front yard shall be the yard which faces the Atlantic Ocean..." therefore, the rear yard is considered Beach Ave. Per Section 24-151 (e) detached garages shall be a minimum of ten (10) feet from the rear lot line. The proposed detached garage is proposed at ten (10) feet from the property line on Beach Ave. (meets code), five (5) feet from the northern property line (variance requested) and five feet from the southern property line. ' !h1� P1IlUl P1'' im.i4pt 02 Jun 20 • ':EI, GE;'_ -Ti ARE, �r� ,9s.� .,r wu;, ..0 f d' °�}'GE]E. doth'' w ANALYSIS Section 24-64(b) (1) provides that "applications for a variance shall be considered on a case-by-case basis, and shall be approved only upon findings of fact that the application is consistent with the definition of a variance and consistent with the provisions of this section." According to Section 24-17, Definitions, "[a] variance shall mean relief granted from certain terms of this chapter. The relief granted shall be only to the extent as expressly allowed by this chapter and may be either an allowable exemption from certain provision(s) or a relaxation of the strict, literal interpretation of certain provision(s). Any relief granted shall be in accordance with the provisions as set forth in Section 24-64 of this chapter, and such relief may be subject to conditions as set forth by the City of Atlantic Beach." Section 24-64(d) provides six distinct grounds for the approval of a variance: (1) Exceptional topographic conditions of or near the property. The applicant stated that "if the property was not allowed to be subdivided there would be reasonable room to create a garage space along Beach Ave. which is typical of the neighborhood." (2) Surrounding conditions or circumstances impacting the property disparately from nearby properties. According the applicant "At some point in the past the property was subdivided. This left a narrow alley of access to the property from Beach Ave." (3) Exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. Per the applicant "if the property was not allowed to be subdivide there would be reasonable room to create a garage space along Beach Ave. which is typical of the neighborhood." The applicants expressed that with the lot coverage being so high, installing a pool will actually lower the lot coverage. Further, the applicant's expressed a willingness to further help drainage issues by installing permeable pavers and remove the existing pavers. (4) Onerous effect of regulations enacted after platting or after development of the property or after construction of improvements upon the property. (5) Irregular shape of the property warranting special consideration. The applicant indicated that the shape of the property is irregular and limiting. Page 2 of 3 il,I!I11PI1I•1II111 iR (6) Substandard size of a lot of record warranting a variance in order to provide for the reasor9i b n 20 use of the property. REQUIRED ACTION The Community Development Board may consider a motion to approve ZVAR20-0005, request for a variance as permitted by Section 24-64, to decrease the required side yard as required by Section 24-89 to a combined total of 10 feet with 5 feet on each side to allow for the construction of a two-story detached garage (garage on first floor and guest quarters on the second floor at 46 15th Street, upon finding this request is consistent with the definition of a variance, and in accordance with the provisions of Section 24-64, specifically the grounds for approval delineated in Section 24-64(d) and as described below. A variance may he granted, at the discretion of the Community Development Board, for the following reasons: (1) Exceptional topographic conditions of or near the property. (2) Surrounding conditions or circumstances impacting the property disparately from nearby properties. (3) Exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. (4) Onerous effect of regulations enacted after platting or after development of the property or after construction of improvements upon the property. (5) Irregular shape of the property warranting special consideration. (6) Substandard si:e of a lot of record warranting a variance in order to provide for the reasonable use of the property. Or, The Community Development Board may consider a motion to deny ZVAR20-0005, request for a variance as permitted by Section 24-64, to decrease the required side yard as required by Section 24-89 to a combined total of 10 feet with 5 feet on each side to allow for the construction of a two-story detached garage (garage on first floor and guest quarters on the second floor at 46 15th Street, upon finding this request is not consistent with the definition of a variance. Variances shall not he granted solely for personal comfort or convenience, for relief from financial circumstances or for relieffi•om situation created by the property owner. Page 3 of 3 Page 56 of 64 VARIANCE APPLICATION 41 City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 (P) 904-247-5800 oL1�u n 24C. FOR INTERNAL OFFI USE ®vpO FILE # = V ! R G C., -CI0L. APPLICAj 1NFORMAT ION NAME t � �I`�.�I�JvG•I. ill, s EMAIL 1-7 Acis% L� ADDRESS r l i CITY 4AC &'dL\ STATE ';`"4— ZIP CODE 32-433 PROPERTY LOCATION 4(.0ISTµ ‘-51-12—e- PHONE #. y RE# BLOCK # Co LOT/PARCEL SIZE ` \ e p G* ZONING CODE UTILITY PROVIDER COMPREHENSIVE PLAN FUTURE LAND USE DESIGNATION CELL #90q3t7 OOoc? LoT .s.,1 -1t, 1 OT It LOT # Ttt rc \a/ 48' PROVISION FROM WHICH VARIANCE 15 REQUESTED L -t-10 vA pc. �,o�z'rl�tGaz fel c—'V fACz� 'V\ T ALA -0.4 Cet15-cr_u.ch4 Homeowner's Associatio or Architectural Review Committee approval required for the proposed construction YES NO (if yes, this must be submitted with any application for a Building Permit) Statement of facts and site plan related to requested Variance, which demonstrates compliance with Section 24-64 of the Zoning, Subdivision and Land Development Regulations, a copy of which is attached to this application. Statement and site Plan must clearly describe and depict the Variance that is requested. PROVIDE ALL OF THE FOLLOWING INFORMATION (all information must be provided before an application is scheduled for any public hearing): 1. Proof of ownership: deed or certificate by lawyer or abstract or title company that verifies record owner as above. 2. If the applicant is not the owner: provide a letter of authorization from the owner(s) for applicant to represent the owner(s) for all purposes related to this application. 3. Survey and legal description of property for which Variance is sought. 4. Required number of copies: four (4) copies, except where original plans. photoaraphs or documents that are not Iaraer than 11x17 inches are submitted, please provide eight (8) copies of any such documents. 5. Application fee $30 .00. 1 HEREB ERTIF H' Y INFORMATION PROVIDED IS CORRECT: Signature of Pro erty Owner(s) or Authorized Agent / . Pit OF le/ 24ilw SIGNATURE OF APPLICANT PRINT OR PE NAME DATE SIGNATURE OF APPLICANT (2) Signed and sworn before me on this 9) day of Identification verified: Oath Sworn: Ell Yes PRINT OR TYPE NAME baca i J p-Ctr:=)bri 1 /1/ kInnti)V1 lei 19 VARIANCE APPLICATION 07.08.2019 DAWN JOHNSON Commission I ate 241191 10). Expires July 24, 2022 No ,t j ;°''' Bonded T ru Troy Fag* huiranet 600$837019 00 r}r) by State of ry Signature My Commission expires DATE County of (1 vcu1 The following paragraph sets forth reasons for which a Variance may be approved, pteaftmIt#4C. circumstances that apply to your request and briefly describe in the space provided. 02 Jun 2020 Grounds for approval: of a Variance: A Variance may be granted at the discretion of the Community Development Board, for the following reasons. fj 1. Exceptional topographic conditions of or near the property. V-10"ik_Vz,6...V'Vky o� �tk - " AZ:ri -41CA' ' N 8' CA Ac Atm, . "TdsT A.1.4 t1 to �� .V rc �rwaR-sem —'� C)c-V-ANA � « J S7 —C_ .gx V7-711-\ c� 2. Surrounding conditions or circumstances impacting the property disparately from nearby properties. ATer'CT� �o,f-1r ►+d C+Frc P..4 -t" —rift v,/4k5 ueD1Pwv kk"7 -p.-1-4-v14.7 Lev -A- LEFT A, . g W c.). 47 '-CZ. -7{t-e_ 3. Exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. Wim, 'Nos 1 �bwc+ � ��v \t,/=4-"- `�-;,... DN•ANZ, E oov►n c-4 . 4/4\-wt1/4 15 —1-Ydp �-n 4. Onerous effect of regulations enacted after platting or after development of the property or after construction of improvements upon the property. Av 5. Irregular shape of the property warranting special consideration. " 6. Substandard size of a Lot or Record warranting a Variance in order to provide for the reasonable use of the property. a. Approval of a Variance. To approve an application for a Variance, the Community Development Board shall find that the request is inaccordance with the preceding terms and provisions of this Section and that the granting of the Variance will be in harmony with the Purpose and Intent of this Chapter. b. Approval of Lesser Variances. The Community Development Board shall have the authority to approve a lesser Variance than requested if a lesser Variance shall be more appropriately in accord with the terms and provisions of this Section and with the Purpose and Intent of this Chapter. c. Nearby Nonconformity. Nonconforming characteristics of nearby Lands, Structures or Buildings shall not be grounds for approval of a Variance. d. Waiting period for re -submittal. If an application for a Variance is denied by the Community Development Board, no further action on Another application for substantially the same request on the same property shall be accepted for 365 days from the date of denial. e. Time period to implement Variance. Unless otherwise stipulated by the Community Development Board, the work to be performed pursuant to a Variance shall begin within six (6) months from the date of approval of the Variance. The Community Development Director, upon finding of good cause, may authorize a one time extension not to exceed an additional six (6) months, beyond which time the Variance shall become null and void. f, A Variance, which involves the Development of Land, shall be transferable and shall run with the title to the Property unless otherwise stipulated by the Community Development Board. 19 VARIANCE APPLICATION 07.08.2019 ADDITIONAL COMMENTS: \hit- --b"Ark ACZ-A- 4LIID'SV7 \../ \s -I Co -o" Vkas-e_ t• -k 1--Ak't-Atz) 1--\9% 010‘..A kr-s( \k/AL L C\&ici-1 kAA 7-CAi Agenda Item 02 Jun 202 C ry;2_1._‘2_, 17sacsvw-w-A-7 nRie (,A VZ --7 \-t V:, AA Sr -24, L . A ^3 "1- t-Vr7 NA epta, 19 VARIANCE APPLICATION 07.08.2019 Page 59 of 64 __ February 18, 2020 To whom it may concern, As trustee to the Timothy J. Geddes and Sherri R. Geddes Irrevocable Family Trust, authorize Timothy J. Geddes to represent me for all the purposes related to this variance application for the City of Atlantic Beach. Sincerely, Jane Geddes Agenda Item #4.C. 02 Jun 2020 Page 60 of 64 151 TH STREET 40' RIGHT OF WAY PAVED PUBLIC ROAD IS/TNG STRUCTURE, NOT ART OF THIS PROPERTY | | � REQUEST ARE PLAN ZGToRy WOOD FRAME RESIDENCE NUMBER 46 — PROPOSED GARAGE WITH - NEW ADDITION, LOCATED GUEST HOUSE ABOVE WITHIN REQUIRED SETBACKS 1 EXISTING GARAGE II 0' EXISITNG STRUCTURE, NOT PART OF THIS PROPERTY STEP._ VARIANCE REQUEST AREA 10' SIDEYARD SETBACK (REQUIRED) __J +g' A/C 5 SIDEYARD SETBACK (REQUESTED) 0 co c CO0 Z 0 0) m --1 D 0 5' SIDEYARD SETBACK ro 70C o I > m C 2 X H mD ca c o x73 c 73,, 0 m H >' -,k- c -c z m (F NE WI SE �( EXISTING GAR I AGE t1% PART OP THIS PROPERTY STEPS REQUEST AREA I t, • 5' SIDEYARD SETBACK 5 SIDEYARD SETA SIDEYARD SE I O -1 D k r I� : X� c 1 m EXISTING RESIDENCE (BEYOND) 1' 1-1 1111 11111 HUH LIIIH 11 111111 1111 III 11 11 11 111[1 H H 111 III 1 LI 1 111 111 111111 1111 --('1111 ' I' I' I' I' I I I I' I 1 1 1 1' I I I I I I I I� II II 111.1111111111111111 II II 11111 II II II II ET I I Tl7Tl7Tl7Tl7T17T17 I EXISTING CORNER STRUCTURE, NOT PART OF THIS PROPERTY 1 twaimullaili .1= Il11ll 1111-11= X111 If 1 11) 1111 11 1 111 II 11 x1,`11'1II II II 5-21/8" IAT I O N