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16 Mar 2020 - Cancelled - Agenda - Pdf1,1 City of Atlantic Beach Agenda Community Development Board (CDB) Meeting Monday, March 16, 2020 - 6:00 p.m. Commission Chamber City Hall, 800 Seminole Road 1. CALL TO ORDER AND ROLL CALL 2. APPROVAL OF MINUTES 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. UBEX20-0001 PUBLIC HEARING (Charles Curtis DeWitt) Request for a use -by -exception to allow on -premises consumption of beer and wine within the Commercial General zoning district at 425 Atlantic Boulevard. STAFF REPORT UBEX20-0001 425 Atlantic Boulevard (DeWitt) APPLICATION UBEX20-0001 425 Atlantic Boulevard (DeWitt) 4.B. 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.C. ZVAR20-0004 PUBLIC HEARING (Hoose A LLC) Request for a variance for relief from required floodplain storage as requed 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) 5. REPORTS 6. PUBLIC COMMENT 7. ADJOURNMENT Page(s) 3-7 9-16 17-47 49-59 All information related to the item(s) included in this agenda is available for review online at www.coab.us and at the City of Atlantic Beach Community Development Department located at 800 Seminole Road, Atlantic Beach, Florida 32233. Interested parties may attend the meeting and make comments regarding agenda items or comments may be mailed to the address above. Any person wishing to speak to the Community Development Board on any matter at this meeting should submit a Comment Card located at the entrance to Page 1 of 59 Community Development Board - 16 Mar 2020 Commission Chamber prior to the start of the meeting. Please Note: This meeting will be videotaped. To view the meeting video, contact the City Clerk's Office at (904) 247-5810 or send a request by email to Lori Diaz at Idiaz@coab.us. If any person decides to appeal any decision made by the Community Development Board with respect to any matter considered at any meeting may need to ensure that a verbatim record of the proceedings is made, including the testimony and evidence upon which any appeal is to be based. In accordance with the American with Disabilities Act and Section 286.26 of the Florida Statutes, persons with disabilities needing special accommodations to participate in this meeting should contact City Clerk Donna Bartle at 247-5809 or at City Hall, 800 Seminole Road, Atlantic Beach, Florida not less than three (3) days prior to the date of this meeting. Page 2 of 59 Agenda Item #2.A. 16 Mar 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 59 Agenda Item #2.A. 16 Mar 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 59 Agenda Item #2.A. 16 Mar 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 59 Agenda Item #2.A. 16 Mar 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 59 Attest: Agenda Item #2.A. 16 Mar 2020 Amanda Askew Kirk Hansen, Chair Community Development Board (CDB) February 18, 2020 Page 7 of 59 Page 8 of 59 'p,1!1I I!I IIUl IP11I IR 16 Mar 20 • CITY OF ATLANTIC BEACH COMMUNITY DEVELOPMENT BOARD STAFF REPORT AGENDA ITEM 4.A CASE NO. UBEX20-0001 Request for a use -by -exception to allow on premises consumption of beer and wine within the Commercial General zoning district at 425 Atlantic Boulevard. LOCATION 425 Atlantic Boulevard APPLICANT Charles Curtis Dewitt DATE March 9, 2020 STAFF Brian Broedell, Planner STAFF COMMENTS The applicant is Mr. Dewitt, one of the owners of the Salt Air Inn and Suites located at 425 Atlantic Boulevard. The property is located within the Commercial General (CG) zoning district, which allows hotels. The hotel was built in 1946 and purchased by the current owners last year. The owners are currently renovating the hotel rooms and adding a courtyard area for guests. In preparation of completing the renovations and hosting guests, the applicant is requesting to serve beer and wine to guests on -premises. Section 24-112(c)(3) requires a use -by -exception for on -premises consumption of alcohol. Surrounding uses of the hotel include commercial businesses to the south, west, and east. To the north, directly across the street, is the Community Presbyterian Church. The nearest residential property is about 150 feet to the east. The Board may consider placing conditions on the use -by -exception if approved, such as condition of hours and noise levels. Chapter 3 of the code has existing regulations regarding alcohol: - Section 3-2 prohibits the sale of alcohol between 2:00 a.m. and 7:00 a.m. all days of the week - Section 3-7 requires sufficient lighting for the safety of patrons and employees during all times that the business is open, and - Section 3-8 limits consumption of alcohol to: o Inside the building o Within a recreation area contiguous to the building o Within an outdoor seating area contiguous to the building ml o-� Community Presbyterian Church II Salt R.'ir HoteH; 1I9uVI J1 Vi iVp� Je'I�III°VY lil y Illllll11Jpipuuuu ,,,,iiuu i ,,T, u'nl�,yl'�u ��ti ,,IyPlflwlA!IM�gI w; mlllill ,16 III iiilll � a oil v w Imi ul uuup U uVl duplllllllll Additionally, Section 11-2(b) limits music or similar noise that disturbs the peace, quiet and comfort of neighbors and includes that after 10:OOpm on weekdays and after 11:OOpm on weekends noise violations are strictly enforced. 'I,1!1I1!111•11P1111R11 16 Mar 20 • SUGGESTED ACTION FOR APPROVAL The Community Development Board may consider a motion to approve the requested use -by - exception (UBEX20-0001) to allow on -premises consumption of alcoholic beverages in accordance with Chapter 3 of this Code within the Commercial General (CG) zoning district at 425 Atlantic Boulevard provided: 1. Approval of this use -by -exception is consistent with the intent of the Comprehensive Plan. 2. Approval of this use -by -exception is in compliance with the requirements of Section 24-63, Zoning, Subdivision and Land Development Regulations. 3. The requested use is consistent with Section 24-112(c)(3) in that the proposed use is found to be consistent with the uses permitted in the CG zoning district with respect to intensity of use, traffic impacts and compatibility with existing industrial uses, commercial uses, and any nearby residential uses. SUGGESTED ACTION FOR DENIAL The Community Development Board may consider a motion to deny the requested use -by - exception (UBEX20-0001) to allow on -premises consumption of alcoholic beverages in accordance with Chapter 3 of this Code within the Commercial General (CG) zoning district at 425 Atlantic Boulevard provided: 1. Approval of this use -by -exception is not consistent with the intent of the Comprehensive Plan. 2. Approval of this use -by -exception is not in compliance with the requirements of Section 24- 63, Zoning, Subdivision and Land Development Regulations. 3. The requested use is not consistent with Section 24-112(c)(3) in that the proposed use is found to be inconsistent with the uses permitted in the CG zoning district with respect to intensity of use, traffic impacts and compatibility with existing industrial uses, commercial uses, and any nearby residential uses. Page 2 of 2 USE -BY -EXCEPTION APPLICATION City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 (P) 904-247-5800 APPLICANT INFORMATION NAME Charles Curtis DeWitt DBA Salt Air Inn and Suites ADDRESS 618 5th Street PROPERTY LOCATION 425 Atlantic Blvd RE# 170696-0000 LOT/PARCEL SIZE 17220 _-,V�Item-*44.A. FOR INTERNAL OFFICE U• .0 V " a 23 FILE # L6 Exa0-0001 EMAIL visitsaltair@gmail.com CITY Neptune Beach STATE FL PHONE # 9044000175 )020 ZIP CODE 32266 CELL # 9044000175 BLOCK # LOT # 834, 835, 836, 837, 850 ZONING CODE UTILITY PROVIDER 1 COMPREHENSIVE PLAN FUTURE LAND USE DESIGNATION REQUESTED USE -BY -EXCEPTION The obtain a beer and wine license and serve the Guests of the hotel alcohol in accordance with Florida and County Law Statement of facts and special reasons for the requested Use -By -Exception which demonstrates compliance with Section 24-63 of the City of Atlantic Beach Code of Ordinances, Zoning and Subdivision Regulations (attach as Exhibit A). The guide on page 2 of this application may be used if desired. Please address each item as appropriate to this request. PROVIDE ALL OF THE FOLLOWING INFORMATION (all information must be provided before an application is scheduled for any public hearing): 1. Site Plan showing the location of all structures (temporary and permanent), including setbacks, building height, number of stories and square footage, impervious surface area and existing and/or proposed driveways. Identify any existing structures and uses. 2. Proof of ownership: deed or certificate by lawyer or abstract or title company that verifies record owner as above. 3. 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. 4. Survey and legal description of property sought to be rezoned (Attach as Exhibit B). 5. Required number of copies: two (2) copies of all documents that are not larger than 11x17 inches in size, if plans, photographs or colored attachments are submitted, please provide eight (8) copies. 6. Application fee of $400.00. E Y ERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorized Agent ER CI A E OF APPLICANT SIGNATURE OF APPLICANT (2) Signed and sworn before me on this % 0 day of_ Identification verified: Oath Sworn: iz Yes 0 Charles Curtis DeWitt PRINT OR TYPE NAME PRINT OR TYPE NAME 4,'vP:. WILLIAM C. MEDLIN i. ' : Commission # GG 917974 *� '• .% �..,i4 Expires November 4, 2023 '' oc res* Bonded Thru Troy Fain Insurence 800.3054019 18 USE BY EXCEPTION 07.08.2019 am,„— ... „ .... y State of 2/10/2020 DATE DATE a•� G/> ty of, Notary Signature My Commission expires 0(4 • 2J; Pagello .. EXHIBIT A 16 Mar 20 The review of an application for a Use -by -Exception shall consider the following items. Please address each of the following as applicable to your specific application. 1. Ingress and egress to property and proposed Structures thereon with particular reference to vehicular and pedestrian safety and convenience, traffic flow and control and access in case of fire or catastrophe. Vehicle entrance and exit will be on the north side of the property. Vehicles will enter and exit from Sturdivant Ave. The south portion of the property will have a gate and entrance for pedestrian traffic. 2. Parking and loading spaces, where required, with particular attention the items in (1) above. Parking will be on the north side of the property, where the entrance and exit is on Sturdivant Ave. 3. The potential for any adverse impacts to adjoining properties and properties generally in the area resulting from excessive noise, glare and lighting, odor, traffic and similar characteristics of the Use -by -Exception being requested. There will not be any extra traffic, lighting, odor or excessive noise for this Use -by -Exception. 4. Refuse, trash collection and service areas, with particular reference to items (1) and (2) above. The refuse, trash collection and service areas will be on the north side of the property, as they have been for years. The Use -by -Exception will not alter these services. 5. Utilities, with reference to locations, availability and compatibility. The utilities will remain the same. There will be no additional utilities required for the Use -by -Exception. 6. If adjacent uses are different types of uses, describe type of screening and buffering that will be provided between your use and the adjacent use. The Use -by -Exception will not need any type of screening or buffering as it will just be an extra service added to the existing hotel Guests. . Signs, if any, and proposed exterior lighting, with reference to glare, traffic safety, economic effects and compatibility and harmony with properties in the District (see Signs and Advertising, Chapter 17). There will not be any signs needed for this Use -by -Exception. 8. Required yards and other open space, show building setbacks and area of open space on site plan. 9. General compatibility with adjacent properties and other property in the surrounding Zoning District as well as consistency with applicable provisions of the Comprehensive Plan. Everything will follow the same guidlines for a standard business serving beer and wine to their Guests. 10. Other information you may wish to provide. We are not looking to add anything extra to our business. We are just wanting to have the ability to sell our Guests beer and wine to help monitor and regulate the amount of alcohol on property, while creating a more inclusive style hotel service. 18 USE BY EXCEPTION 07.08.2019 Page 12 of 59 Agenda Item #4.A. 16 -Mar -2020 MAP SHOWING BOUNDARY SURVEY OF LOTS 834-837 AND 850, SECTION NO. 3, SALT AIR, AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOUND 4x4 C'EtICRETE MONUMENT NO IDENTIFICARTIN, .72- -°"11EAO UNE — LOT 849 LOT 833 CERTIFIED TO: NANCY D. McCIRE THE GORDON BANK STEWART TITLE RICHARD T. MOOREHEAD, P.A. N 89'57'17" E 64.05' (MEASURED) 0.9 LOT 850 OUT POR .g5k.Aja) POLE FOUND I" IRON PIPE NO IDENTIFICATION GUY RES LAKEVIEW AVENUE (50I RICHT OF WAY) 100.00. (PLAT) 09.85' (MEASURED) LOT 851 D.DL, 3X- TELEPHONt RISER AIR 0B TWO STORY " coNonic•NEs MASONRY PAD :1 • • . t,o'r '8,4) • •• ONE STORY MASONRY - • ASPHALT PrENT LOT 852 LOT 853 0 .UD LOT 854 ;." —. • ,• 22.0' FOUND 10-0 NAIL NO IDENTIFICATION BLOCK CORNER LOT 855 LOT 856 ACK FLOW EVENTER LOT 857 LOT 858 FOUND 4x4 FOUND 1/2' IRON PIPE CONCRETE MONUMENT NO IDENTIFICATION NO IDENTIFICATION • • Z. - N 9000'00" W 108.73' (MEASURED) LEGEND: 11 — RADIUS L = LENGTH FENCE = CONCRETE, ATLANTIC BOULEVARD (100' RICHT OF WAY) NOTES: ASSUMED N 9000'00" W 1. BEARINGS ARE BASED ON THE BEARING OF SOUTH BOUNDARY LINE OF SUBJECT PARCEL 7 RY CRAPHIr PI FITT1NC: nmi Y THF P.APTIONFIl 1 ANF)S 111 WITHIN Fl nnn 7nmr ALONG THE X AS SI-InWAI nlJ T1 -I REVISIONS DATE 1 PagttagfpfaSO FOUND 4x4 CQNCRETE MONUMENT _ OVERHEAD UNE — NO IDENTIFICATION ,,,-2i 11 L1J Ji 1 64.05' (MEASURED) LOT 849 LOT 833 LEwour LOT 850 0 POWER 1JP� aN` MEQ FOUND 1- IRON PIPE NO IDENTIFICATION GUY RES ,ASPHALT PA 3.1: TELEPHONE AIR a TWO STORY CONDITIONER PA MASONRY r" PAD Pi 0) co Oi 0) U) - cr 3. (NT HIGH 1 OF WAY) 100.00' (PLAT) 0B.65' (MEASURED) LOT 851 LOT 852 LOT 853 LOT 854 LOT 855 FOUND 4x4 CONCRETE MONUMENT NO IDENTIFICATION ) i•• LEGEND: R RADIUS L LENGTH ONE STORY MASONRY T 22.0' 19 9 - I N 90'00'00" W 108.73' (MEASURED) FENCE CONCRE A • LOT 856 FLOW MTER LOT 857 Agenda Item 414.A. NO IDENTIFICATION 16 Mar !020 BLOCK CORNER LOT 858 FOUND 1/2- IRON PIPE . •:: NO IDENTIFICATION ATLANTIC BOOL L. (100' RIGHT OF WAY) • NOTES: ASSUMED N 90'00'00' W REVISIONS 1. BEARINGS ARE BASED ON THE BEARING OF ALONG THE SOUTH BOUNDARY LINE OF SUBJECT PARCEL DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE X . AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DAIEU JUNE 16, 1999, COMMUNITY NUMBER 120075, PANEL _ ODI D. 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY A5 PER RECORDED PLAT &/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VAUD WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB // 903 I DATE OF FIELD SURVEY: 10-01-01 I SCALE: 1" = 30' SAY THOMPSON SURVEYING 1938 Southampton Road Jacksonville, Florida 32207 (Phone) 904-395-3153 (Fax) 904-396-3156 CERTIFICATE I HEREBY CERTIFY THAT THIS SURVEY WA:: a1A13 UNO�P MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61017-6, FLORIDA ADMINISTRATIVE 000E, PURSUANT TO SECTION 472072 FLONIDA STATUTES. RAYMOND THOMPSON REGISTERED SURVEYOR AND MAPPER # 6146 STATE OF FLORIDA LAND SURVEYS 0 CONS !RUCTION SURVEYS 0 SIJED!V!Sk® 4 of 59 Doc # 2019022873, OR BK 18673 Page 2204, Number Pages: 2, Recorded 01/29/2019 03:34 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUp( dWiteat#4,A, RECORDING $18.50 DEED DOC ST $9625.00 16 Mar 2020 Prepared by and return to: Megan Staples Paralegal FOGEL LAW GROUP 2500 North Military Trail Suite 200 Boca Raton, FL 33431 561-393-9111 File Number: 18-666.1320 (Space Above This Line For Recording Datal Special Warranty Deed This Special Warranty Deed made this 2-4+ day of January, 2019 between Nancy McGuire, whose post office address is 425 Atlantic Blvd., Atlantic Beach, FL 32233, grantor, and Beach Hospitality Services, Inc, a Florida corporation whose post office address is 618 5th Street, Neptune Beach, FL 32266, 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 the sum TEN AND NO/100 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 County, Florida, to -wit: The land referred to herein below is situated in the County of Duval, State of Florida, and described as follows: Lots 834, 835, 836, 837 and 850, of the Plat of Section No. 3 SALTAIR, according to the Plat thereof recorded in Plat Book 10, Page 16, of the Public Records of Duval County, Florida. Parcel Identification Number: 170696-0000 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 claiming by, through or under grantors. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTime® Page 15 of 59 OR BK 18673 PAGE 2205 Signed, sealed and delivered in our presence: 1-141(X4e- cede - Witness Name: Agenda Item #4.A. 16 Mar 2020 State of Florida County or—)LAArztA ,, ff The foregoing instrument was acknowledged before me this 2, `"day of January, 2019 by Nancy McGuire, who L] is personally known or [X] has produced a driver's license as identification. [Notary Seal] �1j.PYPLOij� MEGAN STAPLES My Commission Expires: y 112-5 fi '1,. State of Florida -Notary Public e Commission fl GG 266384 'E F'e My Commiadlon Expires � January 01, 2023 Special Warranty Deed - Page 2 DoubieTime® Page 16 of 59 X11111 !I�I�rII11 R 16 Mar 2 CITY OF ATLANTIC BEACH COMMUNITY DEVELOPMENT BOARD STAFF REPORT AGENDA ITEM 4.B CASE NO. 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. LOCATION 90 Forrestal Circle South APPLICANT John Logan Tysinger DATE March 10, 2020 STAFF Brian Broedell, Planner STAFF COMMENTS 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. 11111111111119,1 Illi���iill�l�lii�lll lllllllliiil�1�� uuuuuum��IM 1111 til IIS, D uwu „py I11Ii6 11181 r ml'''"W'�duum `n 211111111'111111111111111111111111 n' loop I 11111111111111 3,1„n111„11111111„,„1„1, mm»I�„fl „/„';;;AiIIIIIIIIVII /figtz,i1, rr(il � ��o "�' mmlolololnnQ�lmnlwln i� to4Ih�Y I a �ellf !o'4„ TYPICAJ END ELEVATION sc*ue, N s — v iu RI PL IC1ktI os MeMS v • ruu ena Pip MOS rneme rip •75.s npr TYPICAL SIDE ELEVATION—HORIZONTAL ROOF SCd481 NI' VpglUgllppquplpuqupuqup!Ilpiupquupquppglpglllllppqupuqupuqupglpuqiquupquppqlpqpppl!II!upuqupuqupglpuqupuqupuquppglllllppqupuqupuqupglpuqupuqupuquppgllllp ANALYSIS I111111!Iq^IIIII11R - 16 Mar 2 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 ZVAR20-0004, 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 ZVAR20-0004, 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 ---"rrt .1-ai 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»ONLY FILE # a b-Oc EMAIL 1.-vIraiv CITY 41.kjic... eta,L STATE 1-1,_ er eawbra , ZIP CODE 3 223 3 J. 66,4 PHONE # 71247(0733CELL # cp33 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 -TO E,OKA PPLrcANT PRINT OR NA E DAT SIGNATURE OF APPLICANT (2) Signed and sworn before me on this day of Identification verified: ‘6%! Aal (31- 'J�-1 S \ L0-0 Jr UcT.c,1-\ PRINT OR TYPE NAME Oath Sworn: Eli Yes JENNIFERJOHNSTON .; • 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 19 of 59 11 Agenda Item #4.B. The following paragraph sets forth reasons for which a Variance may be approved, please akQ 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 . / t / 0. �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 20 of 59 ADDITIONAL COMMENTS: MA( bu5 e-€1 utrii) ok_ War Sp rA-0,4b; 4 "gek tg7') al 'AAA" I, 8, 'Agendaitem*4.4. 16 Mar Mb 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 21 of 59 Recorded 01/30/2019 09:07 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNftenda Item #4.B. RECORDING $18.50 DEED DOC ST $1540.00 16 Mar 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 22 of 59 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.B. 16 Mar 2020 Page 23 of 59 Agenda Item #4.B. 16 Mar 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`V Page 24 of 59 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. SET IP 12' LBO8 02 / /co ,::.• r) / LOT 15 BLOCK 2 / S69.3 4, 6 Ma LOT 14 BLOCK 2 SET IP 112" 10,0 UTILITY EASEMENT / EGEND: LBtI8102 / "." SET IP„,1/2” L844.8102 'n,- '---.• /0, 6 6 ,... , ra?' e,- , „.'..73,;;:t.,,,,„ ,„'" t • /;,--. .. „ . .. — 4,(,,,,, ,,,, '3,1 0( 01 „---- i -r, ..F7 �,L , dr, ;,„„. i / c0 41.. I d 11' „. or \/ c\i LOT 2 BLOCK 2 30.0, FIR 12" 11169.3-iV, ii FIP 1/2" LOT 1 30.0' BLOCK 1 it'sriiica SET IRON FOUND IRON CONCRETE 0 \It 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 • Page`25 of 59 Agenda Item #4.B. 16 Mar 2020 Page 26 of 59 1 STRUCTU DESIGN ENCLOSED BUILDING EXPOS ' B Agenda Item #4.B. 16 Mar 2020 30'4" 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 copies. 6-18-926058.000 RCV: 718/2018 7:59 a Page 27 of 59 Agenda Item #4.B. 16 Mar 2020 I MASTER PERMIT PIM MOORE AND ASSOCIATES DeAvu BY. LT ENGINEERING AND CONSULTING, INC. acorn By. associars ocomoo no PROJECT RER.WSN MT. I2-12-17 sc.v..E. tin canon, ot maw= WC or poo rmaxl sin_ ein to se -3 ureorpon TlettlaPet BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP TH5 PLAN ON JOB Building Inspection Division -Jae, FL Ed:miner Signature rid,: License N- . •" V S. M 1111 001 • • • : No 57170 • *; 111$ .• STATE OF 1. 0 .• R e 610 ••••••• tee, iONAL 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. B PE SEAL COVER SHEET Master Permit Number 5-113-926058.N0 RCV: 215/2018 7:59 2 - Page 28 of 59 Agenda Item #4.B. 16 Mar 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 6016101(11018 MOORE AND ASSOCIATES BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP THIS PLAN ON JOB Buildutg Inspection Division - FL Examiner Signature ,ii,) License N^ A TER PERMIT PLAN DRAWN MY. LT ENGINEERING AND CONSULTING, INC. OWED an PDN PRQ.ECT IVR• VSN i nes IIOCtII€es Is ta®LTD6nes mum 11( t .PE WOJECTWU PCRtY ? Ian MD MTWIATCS CialME IM M PODNILD MLH M WHIMPOIT TtiiUPDI MY 'SIIIIIIiIS',, .`lNE- S, 1Oc "1, No 57170 STATE OF 4 O. Thts 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 the ignature must be verlfled on any electronk copies. 1TUBULAR BUILDING SYSTEMS 30* -0^z20'-0- ENCLOSED BUILDING EXP. B TI1&1SOTt/173005 OATH T2 -1a-17 Stat -E NS �i� SK-3 IREW 4 Master Permit Number B-18-926053.000 RCV: 2/8(2018 7:59 3 Page 29 of 59 Agenda Item #4.B. 16 Mar 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 - Jax. H. Examiner 0¢I0Nre Bots. License N^ `•• 1i N GEMSF.hy i 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 30 of 59 BOX EAVE FRAME RAFTER ENCLOSED BUILDING • ROLL•uP MDR t•S APPLICA0E3 DEVON PRESSURE Lay • R05 Plc. -EGA MD HIGH • MISS PST. -YIP PUS_ 6• —SIMIGIRG MDR CRS APPLIEADLD DESIGN PREStuRE LOU • IMO nSr..,22.6 PST) MGN • I3L33 PSC -3415 PSTI (AXIIMI PATTER SPAN LV) ›-rusunio VOMEM IRS APPL(CRPLE) DESIGN PRESSURE LEV • MD PSC, -036 HIGH • COM PSC. -3S4 MEI LENGTH VIA= DEPENDING 0(1 MAZER MID SMOG Dr RAPIERS Agenda Item #4.B. 16 Mar 2020 TYPICAL END ELEVATION -HORIZONTAL ROOF TYPICAL SIDE ELEVATION -HORIZONTAL ROOF SCALE, NIS SCALE NOS BOW FRAME RAFTER ENCLOSED BUILDING REILL-UP DOM APPLICMIX) DEMI PRESSURE LIN • ctes PSC, -00 • PSIS MN • Inn PSI, -GOT PST} —WINGING MEN tAS APPLICABLE} DEMOS PRESSURE LDV • glial Mr. .22.s MO 14104 • 0135 PSI; -MIS PST) • • • • • • • • • • • • NALDtpi RAMER SPAN On TYPICAL END ELEVATION SCALE. NTS m I UMW); (AS APPLIEARLD 60010(1670011000 LIN • am PSr, -236 600) NIGH • 0200 PSr. -356650) ›-n.asnisio 1060114 VARIES DEM:NAPO ON NuNDER 04111 SPMING RAFTERS TYPICAL SIDE ELEVATION SCALE, HT S MASER PERMIT BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP TH6 PLAN ON JOB Building inspection Division -Jas.. FL Examinar SignatUre Inds .02111 License N^ 01011i 111144,,... .„,,,,,1•114e S. 11/0 ........ 0, 4,, s.ST".••\*G E N .• • • .• •". No 57170 *: r..13". STATE OF .14/413 17. 0.• ltIjj This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. * 7-* Printed copies of this document are not PLAN eonsIdered signed end sealed and the signature must be verified On any electronk copies. MOORE AND ASSOCIATES DRAWN WO LT ENGINEERING AND CONSULTING, INC. CHECKED ST. POT =PON IS DC NEVOTV KOIE =CAM 11101111; 1 tONU.TUG. De Latalitigle1201 41,1011CT5iN. COP4114. NI MIMI= UK CC ric44 INEUNDIT0 IS STRIL6L.CAT Mom Amp Mr P01124010rt mamma Mt1000 TUBULAR BUILDING SYSTEMS 30'-0"30.0=0" ENCLOSED BUILDING EXP B PROJECT NM VSNI RATE. l2-18-117 flf SOLD NTS tiCk SK -3 Master Permit Number 8-18-926058.000 RCV: 213/2018 7:59 Page 31 of 59 m.. E9 GA GALVANRED .Et1R. R*t AND VMS, PANELS FASTENED 10 RATTERS AND POSTS Agenda Item #4.B. 16 Mar 2020 I. -a. 24' 1a GA u-CKMO L R�ERrY 4) TO 412-1.00/4' SOPS AT CAEN END 40 PER ERASE, PANELS r000oco TO RAF1[A0wi POSSTE 300-0' ,110009 RARER sem TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE. NTS 0.D EA 0.CNAMIEL BRACE rAStENED 10 RAFTER VITT) (4) Kit -1403/4' strs AT EACH ENO ND PER TRACES 30'-0. 4)01409, RAFIER SPAR SCALE‘ NTS 09 GA GALVAMITED NETAL ROOF AHD WALL— PAWLS 0A0TET0D r0 RAFTERS THE 00014 D4' 1R GA 0-13400EL PLACE FASTENED TD RAFTER VIM T4) et2-14.3/4' SOPS AT EA0T CRD tEl PER BRACES 310-0' ,451.40 RAFTER SPAR SEC NOTES (SHEET 3) FOR NAKO N SPACING Lt 3I V IES 000010116 W IU4CR SPACING Dr 13417000 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- Jai.- FL 11111111,/// s,,%-tvl .... No 57170 * s Eli !�a 10 �Gl `. SI::TE Ct F . LI V. O; ff � 1 Examiner Signature t''°i���NA� �,��`� License No This Item has been electronically signed and MASTER PERMIT sealed sing fry Wa ne�S. Moore, PE. e. PLANPrinted copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Y%2011 MOORE AND ASSOCIATES fIRANPI DT. LT ENGINEERING AND CONSULTING, INC. CHUM ItY. PDN TIM 0:101RDIT IS THE . w 0..•. -. .'.tw+ N70 0CTOCNTET ODDCDIYtO ALO PR3IJECT I R. 0454 MIS go:TJCIIT 15 [10101.1 MOM AND NOT DrMACKTIT 1HERDDSON MART K ABJECT TO LEON. KTIDL St IE,IJT. TITS EOR11LT04 TIC Hru110TK17[0 M70DARIl04 COTR TUBULAR BUILDING SYSTEMS 30'-0'x20.0" ENCLOSED BUILDING EXP. B IAI!D MTD 12-10-17 SCALE.. NTS 1R6225/lT3015 SMT. 5 DWG. DD 51C-0 Master Permit Number 6-18-926058.000 RCV; 2/0/2010 7:59 Page 32 of 59 Agenda Item #4.B. 16 Mar 2020 3/1 COANEETOR SLt£vE TO ATTER (TTP) 112 a 1 &.1 6' NIPPLE. .SECURE 15 0A, RNIPPLE. Sit POST TO NIPPLE VITN 14) 01Z,1443i4. SDrs TS RTAS RATTER TS BOX EAVE RAFTER COLUMN (T. . CONNECTION DETAIL \ FOR HEIGHTS 16'-0' < TO < 20'-0' — SCALE NTS l GL U CHANNEL BRACE rASTCr$D 10 THE COEW01 AMR ROOT SEAR. VITH 44) )12'103/4' SUES AT EACH 2 I/O' CND re PER 01ACE) BRACE SECTION SCALE NTS SECUO£ VITH 441 II2-14w3r4' HIPS EC45. £NB) GA R.EHALMCL MEE 15 COW. 14411445tH 0' LINGKORAI IS CA, 1RPPLE. MARK YITN l4 `I 112143/4' 004 0 1 12SC RAiL 5 01141. u' o DA \ I 'Iii it -ilii- i l_- - 1 1=1►1=1 I I= I I - 0 RAFTER COLUMN/BASE RAIL CONNECTION BEYAIL SCALE NTS 3/16 3/1 CD5ECCT1R SLEEVE 10 BASE RAR ,O%*F'lN� S MOO,�•ii .. ...v ... vacEN$F.., .,.. No 57170 *: :*= BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE s' STATE )Jr :��, KEEP 115 PLAN ON 100 i• Building Inspection Division - Jax.FL 'i�.�•�.; d li Oe' Examiner Signature i'S�ONA� E� `•`s lris'uni License N^ MASTER PERMIT PLAN MOORE AND ASSOCIATES BRAVN on LT ENGINEERING AND CONSULTING, INC. moan if, Pon MIS 01:00011 15 coattrito. tie 11010 Noma is nutria PrueN K CITIIECT ID ucat. ACTIOIL This item has been electronically signed and sealed by Wayne 5. Moore, P0. using a Digital Signature and date Printed copies of this document are not considered signed and sealed and the signature must be verified on eny electronic copies. 'TUBULAR BUILDING SYSTEMS 30'-0"x20'.0" ENCLOSED BUILDING EXP. B „o alU ASSOCIATES ENSOCUING NO PROJECT IM SIDI 1? -1B-17 ►mu) NTS i1FiDf2!S/173005 now COPT11J0. OR BIKINIS( US[ K 411 M I ritiusCR31T T)[Bd10i 1.5 515NT.,-ii SRT. SA 1JG.'0 Sol -3 J 4 Master Permit Number 8-18-926058.000 RCV: 2/8/2018 7:59 Page 33 of 59 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 :7 1:13 .• STATE OF • Lf-/ Z I- 0 .• J, .... ....0,. a ••••• , : 1444: 4.4,i '%Yn L. e.\-0.• -1.-, N A o --imilitt.- 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 BT. LT ENGINEERING AND CONSULTING, INC. DLO IT. 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 14A7 IC Mune TO ISOM. *LIM CLIENT. 855 Agenda Item #4.B. 16 Mar 2020 TUBULAR BUILDING SYSTEMS 30,-ON2C1-0" ENCLOSED BUILDING CF. B .1718 10 DAE. 12-18-17 SFAX. NTS I 11;1730M 1111. 68 JovG. in Sle-3 J 4 Master Permit Number B-15-92605,9900 RCV: 2/9/2013 7:59 Page 34 of 59 EITNECTOR SLEEVE TO RAFTER Agenda Item #4.B. 16 Mar 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 OCONNECTMN DETAIL FOR HEIGHTS 10'41' < TO 14'-0' 11; 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 35 of 59 21 GA 6444.V4.41ITED IR:TAL ROM see) Vatl MILS rASTM11 ID RAFTERS AHD FOUR 2, ID 61 U-C11AI4 EL IMAM rASTEUIO TO RATTER VTTN (.T ..2.04.3.4' SOPS AT EACH END RT PET BRAMEI D9.0• sol11UI 01i1ER PLR TYPICAL RAFTER/COLUMN END FRAME SECTION_ SCALD NTS SEE MITES (LCET ]I TOR 1MT1Np1 SPACMG LENGTH VAR10D TEPCIID0A DI 14M3E3 MRD SPACIW 91 RASTERS TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION - SCALE Fir S. Agenda Item #4.B. 16 Mar 2020 29 GA. REM Kw AtiD V FARMS reStreEWRIZD TO RN'1E0S 9O oasts d re 24' ID GA- U-cwaala- Bo.CE rwstoM:O TD METER olio (I1 .1e -I43/4' SerS AT ERN DM M PER DRAEEI ]Y -D' MOM RAFTER EPAN TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE. NTS BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP TN6 PIAN ON JOB Bullding Inspection Division -Jas., FL. Examiner Signature IS'f License*, Ltumru,, t`\ E S A? ���ii `x.44 G EN ,SO�-r ii No 57170 it 1▪ * I• t 9 : TAT SE OF 0.` C? . This item has been electronically signed and MASTER PERMIT snB bD.gka151gnanaeand E. e. MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. DiEDItD eT' Prx PLAN Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WAVE BY. LT TUBULAR BUILDING SYSTEMS 30'-0"x20'-0" ENCLOSED BUILDING EXP. B 1 Da MOW ILDC MUTT Of Ian Dm =CUM 0 1110 NOPROJECT 11 WEN 0:101.0:101.4.0100L MDID Ten T11IIIIa1DC, 'trawler. ar R _ereorate DOB Dr L. Te 0:101.4.0100LDL111110/70 11!1011,7 PD011011CI D111 MST 0X00 0 Ir MDLTRW IMT IL DE DA= 00 LEM ACTI61, .CUM TRS AB PO DATE. 12 -ID -I1 (SCALE. NTS I ROVA/173R00 41T. 7 SYS 10 SE -3 . I Master Permit Number B-18-926055.000 RCV: 2f8/2018 7:59 Page 10 36 of 59 Agenda Item #4.B. 16 Mar 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 37 of 59 Agenda Item #4.B. 16 Mar 2020 94 SCREWS REWIRED IN IOW (10 SECURE IAN CAI 02-1.0/4' SIPS [CCI ENIO TS DIV RAETER te 3 141 SCREWS REOUIRCH 49 ITN 1.121 TS 190 RATTER I2 ;.? 44942122 BRACE 11111111101 6' tE322. MCKIM 45 6/1. TS 44494122 SECURE kW RAFTER ma MT TB NIPPLE 0IT11 44.1.143/4" 5191 IS COttpel \—TS42 1/091 1/4,14 SA 14EI4194E114r. 6-0* 21946 11110 2142 5'0. LEM clAn SCZURE VIVi24» 441E-1.41.3/44. 2919 BOX EAVE • RAFTER COLUMN eCONNECTION DETAIL FOR HEIGHTS 10'-0' < TO < 14'4' SCALE NTS .4 201-LAA1 mutton 6' 21044. useatctort SLEEVE 11:412-19460.3Vt/P4915; TS CEINTIMEACC ..,/"..."..8942 RA12 9TPT-±-2-r RAFTER COLUMN/BASE RAIL CONNECTION DETAIL SCALE- NTS 41. i 111171140/1 6" 111901511 15 GA. IS RIPPLE. SECURE sow. SOY RArIER 9144 POST TO RIPPLE vUH CO 012.19.3/91 US'S SECI242 S/1111 1/12-144,0 $EPT TEACH EMI ID 119 U -C99421. BRACE BOX EAVE RAFTER COLUMN 0 '`'' CONNECTION DETAIL IR FOR HEIGHTS i 10'-O- '' SCALE NTS 2 WV 1B 6.1. tICHAVVEL BRACE FASTENED TO TRE COLIMI 2112 9292 99421. VIT14 (A) 1411-41.3/91 saPs AT CAN ERB la PER 1117AE64 BRACE SECTION SCALE NTS BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP 71415 PLAN ON JOB Building Inspection Division - Jar, EL Examine, 519mIure t • atin I License 6J - This item has been electronically signed and seausiniedg abil)vstaayInSteglatMucr:rae,nclit trASTER PERMIT 5. te. osiAs ....... 0 e, . • ... E N • •• • ••• ▪ No 57170 '• - - ▪ • 143% STATE OF • 0 ,•• 4%, • As .Z* tc••••4 0 R ‘C?..** 496,, ........ lot 'ONAL% PLA MOORE AND ASSOCIATES ----T991 MN UENGINEERING AND CONSULTING, INC. DECKED IT. Pm Oill 1:991IC94T it Tic Pinwale OF KKK 9111 KUM= EIKKERIER lea PROJECT NM WM CMM. OR miouTROOKII KPKOU46TIO1, CIPTING. 01 ODONIK KC EEL THIS 100.0011/ IS STRICTLY Pipeline mo MT 11119994009? TREREUPOSI war K =OCT TO UT" KOOK 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, EK, IMTE. 12-18-17 SCALE, KIS 1 1II7Z85 6)41. 88 31ffs. N3. SK -3 Lva 4 Master Permit Number 6-18-976053.000 PCV: 21312018 7:59 Page 38 of 59 BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEED ROE FIDERGLASS FIBERS INSTALL lievb 3/4' ENPANSION Au0414 THRIXOH ItAIC RAIL WITHIN 77' EACH FOSS a 4 .. (0 '.? ' 1 I 1-7-=1 I 1-7,----;THIFfill MINN 3 ENDEDNERT OvP3 4 0 =17i ...._, _Lri-rli_niii---lL- VARIES 04 _GRADE 1-1 FIEDULITHIC COMTE EOM= MOO PSI RINI REINFORCED %l/T11 OR 444 CINTRADul 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 INCI4ES 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 R.F_INFERCEMENT. 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 (2) 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 MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND 5h.7S AL-LIVIAL FILL USE MINIMUM CB) V HELICES VITH HININUN 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 HIN170JI4 60 INCH EMBEDMENT 6' RAO S TOP (7' ASPHALT PAVEHEHT OR MIND SURFACE Agenda Item #4.B. 16 Mar 2020 DRI, MAKETER 70.0 TKIPMI TIE RASE RAIL AND SCOPE 70 &AMOR ETC VITT 7/0 MARETER TIROVOI 101.0 E1-T:711S11111--EE1-1E111111E _ -1E1111E:=11-=E1-11:- 1-L-191= 1I 1112IIEIIE1I1II IS 1 CCRODANIZS MSC RAIL NEVA ENE ARDOR 1S0E HMIS DEMO GROUND BASE HELIX ANCHORAGE SCALE NTS (CAN BE LSED FOR ASPHALT) MATER PERMIT PLAN BUILDING MANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP TH5 PLAN ON JOB Building Irespectkul Division - lax, FL ExarninerSIgnature Eicerue .01111111iiii% \.e..6E.../V11/1.:461..117';#11:1. No 57170 : — 7.13 113 STATE OF : 1. 0 Ar on 0:11:1•\$* .... ;.; ... •.‘„\C" Ilds item has been electronically signed and seakd by Wayne S. Moore, PE. using a Digital Signature and 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 817:71 Y".1 TUBULAR BUILDING SYSTEMS 30*-0"x20*-0L1011lb " ENCLOSED BUILDING EXP B ENGINEERING AND CONSULTING, INC. OWEN ay, PM 1/111 10CLRERT IS 1. . ICIME MM ASSEEMTER EIMMECIMR0 NM MUCCI Ir/lo vsnOATFA 12-161-17 SCAM NT 1 0&B22I1 CEKSILMISS TIC Losit`Tioazte iiiiiancnok COMPS. OR MIN= Lac W MOE 000.1140$T 78 STRICTLY 11110.0INTEM alM IIRIIINGENENT SHERELPEN 1770 DC mat, To Lca,4 avast ,ctiFyr. SMT. 9A WM PO S9-3 v., 4 1 Master Permit Number 6-18-926058.0CA RCV: 2f1312018 7:59 Page i4 of 59 OPTIONAL FOUNDATION ANCHO 4.,VF OR nits:ens nem loSTALL ifro AMON MO IMMO RAIL VITHOI 6 Or tate POST Ott DETAIL VI nyp) 4 14114h434 .1 POCOCK I COPD IsINDLITHIE C04DEIll MOAB ODDS PSI PIKS reEleFONED VON 10) /As 11140140INS 4I • 7 49 =I I— II— t — t I CONCRETE MONOLITHIC SLAB 1A BASF RAIL ANCHORAGE • • CALE1 NTS N41N1141.111.ANCHR EDGE DISTANCE IS I 1/2') 0 COORDINATE WITH LOCAL CODES/ORD GENERAL NOTES CONCRETE; CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,001) PSI Al 20 11A05 COVER OVER REINFORCING STEEL: FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCINC, eras SHALL BE PER ACI -318 3 INCHES 1N Mon/Maus WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH DR EXPOSED TO THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE REINFORCING STEEL; THE TURNDOWN REINFORCING STEE, SHALL BE ASTM 0635 GRADE 60. THE SLAB REINFORCEMENT SI1AL,_ BE WELDED WIRE FABRIC MEETING 05013 0185 OR FIBERGLASS FIBER REINFORCEMENT REINFORCEMENT MAY BE BENT IN THE SHOP DR THE FIELD PROVIDED: 1 REINFORCEMENT IS BENT COLD 2 THE DIAMETER OF THE BEND, MEASURED 011 THE I145110 DF Tii BAR, IS NETT LESS THAN SIX -BAR DIAMETERS 3 REINFORCEMENT PARTIALLY EMBEDDED IN CDN:RETE SHALL BE FIELD BENT [DRAWN BY. LT TUBULAR BUILDWG SYSTEMS MOORE AND ASSOCIATES 30'4740'.0" ENCLOSED BUILDING EXP. B ENGINEERING AND CONSULTING, INC. atom or. PIK Dag OMIPcwt IS 7ME renterr or Kw me moo= POICERINO NM PRELECT MGR. WM DATE. 12-19-17 SOLD NTS /117303S EftMIND SNE tamuTiemsta astmaXeNtims. Minna, 01 0 IC SO= 10 IITOL 'CYRIL CLIENT. yal MN. 99 TAM N9 SK -3 Vs 4 MIS 00011100 Il SIMMS MORISSE& MI ANY 11111111101MINS 0.0 01 1/1.0 036 1L1 J ormamEll ROO UCCIRERETE HEAVY Ms RUT ANCHOR ROD THROUGH BASE RAIL DE T AIL SCALE. NTS GE FOR LOW & HIGH WIND SPEED 37 4 I I- -1 HI 6' MP) istOrtl. Ur. IMICIOst 0117 IsskEtErs USE an-. VITNOI 6. Er 71300 1000 iSEE DEIld, 'Cr (Errs I Ma. RONOUTHIC CONCRETE ODOM EMS P01 ulso REIMKED VITII 02) 4144R CONTINUOUS d ., I I Fr ::- i - 4 Li -1 11=1 L 74111=11,=111- CONCRETE MONOLITHIC SLAB BASE RAIL ANCHORAGE SCALE NTS (MINIMUM ANICHFR EDGE DISTANCE IS I o COORDINATE WITH LOCAL CODES/URD MASTER PERM! PLAN BULADAG Pagrrdlgeli CODE COMPLIANCE KEEP THIS PLAN ON SOB Building Inspection Division - tax., FL. Esseninor SignaWre Ws, licenso ... • •• : No 57170 ' ." .. . .7.• * ; - . * ',I - • ..13. .•1ANTEk 0.... F: 0 * 0 . 4.,..i::::te.'v This Bern hast been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. 'woo . 5: 440,,fee t. Agenda Item #4.B. 16 Mar 2020 MARC P)i010d copies of this document are not considered signed and sealed and the signature MUSS be verified on any electtonlc Doubts. 1 Master Permit Number E -1S-926053.000 RCV: 2/0!2018 7:59 )11 Page 40 of 59 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.B. 16 Mar 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 41. of 59 Agenda Item #4.B. 16 Mar 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 MwtIMP1 SPACING 101 CAVE RKTE0/COLUW /-101 ASSEOLr SEE NOTES COKE! 3) FOR MAIPVR :PACING OPENING fill MEN RERDI Trtm WADER rat DWI r rnloo COR VYMMS MO)l 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 o "4,7/ON/N"triligI E CS,. 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. rmoonynries =ma 111 moony Br mac Acro As auras arm:te a Iwo m10 Lrfes u[ I eumere [LR BEP®ucUEN, R MOM= tat Cr MIAMI LS stelctI.? POI M Pt1i A100 wt oa IBEIMPEN 001 s14JECr ro 1LEG1L how PLAN DRAW. 81. LT OECkt, BY. PINY PROJECT MVD 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 0)51 160422S/173MBt' SMT. 111 DVS MD SK -3 IftEW 4 Master Permit Number B-18-926058.000 RCV: 218!2018 7:59 Page 42 of 59 ,T PATTER Agenda Item #4.B. 16 Mar 2020 BOW AND BOX SAVE RAFTER WALL OPENING D 2.4r.r l6 Ga. ANGLE EL0 SECURE TO CCLUM4 14X IR)P)TR Vflsow4 2 0T TOP AND 2 ON SIN •—TS OND COWIN END COLUMN/RAFTER CONNECTION DETAIL SCALE NTS T9 CND E4I0■T ER MIA TRAK POST �TS RRSSEO RO•TTR 0450. 0P WADER r02•,E' SCORE Ga MOLE I LEAC H 0(40)TEl 05471E RKIER CH'RD/RAM VITN 012-I4.3J4' SOT'S SIS BOTTOM AND 2 ON )RITE: Al RAIL -IP ODOR OPEMBGS, POST SIRRLD bE 4845) NM 4AR. RCLP POST TO tt (NLT 01 SIDE .--t.0POSITE TAE OPENING,. TS HEAVER, MIKE -A PAR, 04 vWDOv RAR \ t - NIPPLE TO 3/16 SASE RAR 3/lb I 0 COLUMN TO HEADER, BASE RAIL, OR WINDOW RAIL CONNECTION DETAIL O SCALE- NTS NIPPLE 10 BSE RAIL TS COMM TCOPPER) Team, WAG. MOW GA., TS tOPPI.E SCCGOE V1tN (4) ■x:-14.3/4' S61`3 r)rd• 16 GR CLIP NAE SETARE TG RAPTER UJw01 ARO RASE RAft V/1.) DUDS BASE RAR END COLUMN/BASE RAIL CONNECTION DETAIL SCALE, NTS 3.12 / 3/161' • - _ ° �j P N1•Du4 6' LEM I �--i �"INIPPLE. SECURE )E� e _ VITO ■i) 012-100.6' }Slr S 1 TS 001147 I DOUBLE HEADER/COLUMN :\r/CONNECTION DETAIL SCALE( MTS tI { IS MUM WW1 6' 00)0. NTNIt■bi IS 0 Tx o e • '4(16 (4) SE 12,1 @L4' NMI 012,14 0/ 4 \\ s1r s ` ° TS oo1Tk4000 '•,— -I- • �BAYE RAR X711 ril1 I 1 rt1 1 11111=� COLUMN/BASE RAIL (HT) CONNECTION DETAIL SCALE NTS BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP THIS PLAN ON JOB Building bspection Division-1att., ti Examiner Signature License N^ 'C, ER PERMIT PLAN MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. alit 0011[247 ti Tec v. )Rep 11SSyB�ETAtE't EIal4tatRa om LNC DOITROR 1S MOW MINIM 400 Ar► t1OOIR1pfJ1► ntt>EEPd w1r • =Guam vie lagmmouni fassomi01. CQT a um:ft C LRC or _..._ . _...,...._____....... d.. ENT. T DRAVN IIT. LT EMCEES 100 PDN PROJECT NOW VSN AILS TS 008145 0R 00 CO U ea r.2'•2. 16 GA. ANGLE CLIP SCORE TO 004101 AND EITHER TP Er 1(41111. RJR 101104 0r Va0121, RAR V114 0014.3/4' SEP'S --Ts Hasa in BMW RAR HEADER OR WINDOW ORAIL TO COLUMN CONNECTION DETAIL SCALE, NTS x111141 6' LONG. 01241•01 LS G0. TS (144)LE'4T )=( art 1112-143/)• Soro OCULUIINIDEIUBLE HEADER CONNECTION DETAIL SCALE+ NTS • %AS.TS. T OO,,', •• c.'• STATE OF !Lu. o. TF41s Item has been a iectronlmlly signed and sealed by Wayne S Moore, PE usang a Digital Signature and date No 57170 Printed copies of thls document ale not considered signed and sealed and the signature rust be verified on any electronic MOM. TUBULAR BUILDING SYSTEMS 30'-0'020'-0' ENCLOSED BUILDING EXP. B 5ATE..■ 11-1847 DTT. 2 ITSC:4111,,E• ITIS 10 SK -0 1 Master Permit Number 6-18-926053.000 RCV: 218/2018 7:59 Page 43 of 59 Agenda Item #4.B. 16 Mar 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 ENSINEOTING AND WE, L2-111-17 CONSIMOSL TI6 tRANTOOTICES 16.ma13en10. 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 44 of 59 BOW RAFTER LEAN-TO OPTIONS STANDARD LEAN-TO fF.TION HAIN STRUCTURE Agenda Item #4.B. 16 Mar 2020 TYPICAL DOW RAFTER LEAN-TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN) SCALE, NTS HATIMUH WIDTH OE SINGLE MEMBER RAFTER LEAN-TO IS tat SEALWs WOMBED EN VON ENV 282..2' 16 On. ANGLE CLIP SECURE 111 COMM AND RATTER 611114 12 11.3/4t 202 2 EN TOP 6811 2 EN MEDI 3 SECUVE 101 114 24) 14-14e3.4. SDPS 10432 Oita TS 2214 RAFTER 12 IS 8 64 41- s.\-11 CIVEurs SIDE EXTENSION RAFTER/COLUMN DETAIL SCALE- NIS MASTER PERMIT PLAN MOORE AND ASSOCIATES DRAWN DIN LT 30t0-x20t0" ENCLOSED BUILDING EXP. B ENGINEERING AND CONSULTING, INC. MIMS 11'Prai INS lauctatitT u ne P•OPERTY EP' =PIC PRI PSOCIENTI3 EafaNIEENT4 ANO PROJECT NM VOA SATE. ta-8a-17 scam. NTS I AI ao 160Mer173133 12141110041 be Leauncance relletter04 COMO. OA OTHODADD INC Or 22412 KOACIN 12 STATCTLT MUNN ao Me, OC404DeNT TITERENISTO 1280 DWG 10 SX -3 .. TVENT. DS MT. 14 . , K DulLeCT M Ur.N. AMA BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP TH5 PIAN ON JOB Ruilcfing Pspeoion DIvisIon- Jaa. FL Examiner Signature nn15.03/1 License N. %%% s- 11404•• ....... 0 • N., \-G . • • : No 57170 * * • STATE LOF%:/e1:1:C., • R 41 —19,ONA - trtitimit0 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 45 of 59 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 29 I& rAtVierirED KETet Am patiELS FrODIEll TD Puettrn IS. -311 GAME TIMM Owed< VOWED* TYPICAL SECTION VERTICAL Roar/SIDING OPTION SCALE. NTS SEE NOTES L.V.IB CAME TT.leeDIG LiemlEt SPA= cs.AIT 3, Pee ICRE DWI 4-rMITENED 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 0111111,110%,_ cle S' 440 fi#, . ......... 0„,,,, .•<.\GENS.:): l'o i No 57170 .... . • . ok BUILDING PLANS EXAMINER .- : * : 7. REVIEVVED FOR..1:1 : .: ir CODE COMPLIANCE KEEP This PLAN OU 10E1 11 ... STATE OF * I, 4"•••••As.4 Building Inspection Division -far, FL, ..ee ‹tS1. . . ' . . n .. %__ Examiner Signature rads.temi 'lIl,,iifld'*% License N^ - This kern has been electronically signed and s--....r„TedabEl'„rayne ita, Si)35. Moose, MASTER PERMIT d date. Printed copies of this document are not Ponsidered signed and sealed and LAN signature must be verified on arty electronic cthe copies. Agenda Item #4.B. 16 Mar 2020 MOORE AND ASSOCIATES ILOWN D5. LT TUBULAR BUILDING SYSTEMS r NGINEERING AND CONSULTING, INC. DECKED DT. PM 30-0"120qENCLOSED BUILDINGEXP B Trc import IF sow oil 4ISCCKTC“NtitiaRDO 440 PROJECT HC VN DATE. 12-18-17 SCAl E. NIS IJOD TED 16SE2S401731106 taUM atm are. TRS OtT. 15 TMG. 10 SX -5 laVa 4 lAUTHOtOtt 10,200.CtOX. OrtitO O. t OnotIVOL UK or 11 Mims maitrit4 No tof tirittiOttee Oltattrat Me 1 Master Permit Number G-18-976053.009 BOP 2/3/2015 7:59 Page 46 of 59 OPTIONAL DOOR HEADER 2 1/2x2 1/2-14 GA. CT YPJ HEADER DETAIL FOR DOOR OPENINGS 12'-0* < LENGTH 15'-0' SCALE NTS 2 112,12 1/2-14 GA. (uP) 3/16 I> 3/16 \ HEADER DETAIL FUR DOOR OPENINGS LENGTH (.12'-O SCALE NTS BurEttlErVgnORER CODE COMPLIANCE KEEP THIS PLAN ON JOB Bulldog Irspection DiveJon- M. FL Examiner 5gnature Lioerm14^ o $•••• •••• • No 57170 *. : . * CC **. STATE OF LUZ 0 R •••••••••• •‘• inionto ThIs hern. Dihglatsobsigneenaet.lectroars jnIcadallteIrsrlfPled and sealed by Wayne S. Moore, PE oing MASTER PER IT • Printed copies of this document are not PLAN MOORE AND ASSOCIATES igtAwi root ENGINEERING AND CONSULTING, INC. Drixto xtr. Pori 222 ieisCwT.Inceirctarr OF proticaAstrecsagratmeNg. PROJECT HO. vs9 263tax It SMOLT It= mell MN THEOCUPONI SNT If WG.110 $X-3 core. dered signed and sealed and the signature must be verified on any electronk copies. TUBULAR BUILDING SYSTEMS 3l1-ott22ot4r ENCLOSED BUILDING EXP Agenda Item #4.B. 16 Mar 2020 73K4 .0 4 Master Permit Number B-18-926058.000 RCV: 21S/201B 7:59 Page 47 of 59 Page 48 of 59 ' !h1I1!I IIUl P1111R 16 Mar 20 • CITY OF ATLANTIC BEACH COMMUNITY DEVELOPMENT BOARD STAFF REPORT AGENDA ITEM 4.0 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 March 10, 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 flooplain. 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. V.0.1„11111.111111111111111111111111111111111111111111111111111111111111111111111111,11,11,11,11,11,11,11,11,1111111111111.1.1.1.111.1.11.1.1.1.1.1.1.. „, 100000000000000000000000000000i 11,1111' J„1,11 1I,1!111P11IUI II1111R 111 ',Mar 2 6 5 ]ASMINE !mmioaw �h I yi " ood0000000000 o. ANALYSIS 1111,«,11,1,11,1,111111, 1 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 'I,1!1I1!111•11P1111R11 16 Mar 20 • 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 52 of 59 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 .�Agie.t]daItegm FOR INTERNAL OFFICE UStL0 2 C4I� 0 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 R 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 I!.i (, W4 l Identification verified: Oath Sworn: '"Yes No I _,�"•"".P" i;6. 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 G ) otary Signature y Commission expires County of ) �,:m,r. ",) Page 53 of 59 ge fc!9 tA'�wv'mi1-#4. . The following paragraph sets forth reasons for which a Variance may be approved, please cU6d1114ba0:0 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. El 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. E 4. Onerous effect of regulations enacted after platting or after development of the property or after construction of improvements upon the property. E 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 54 of 59 ADDITIONAL COMMENTS: See approval for variance from Sec 24-68(c) for 850 Begonia St. for precedent. 19 VARIANCE APPLICATION 07.08.2019 —Agee-Item447C. 16 Mar 2020 Page 55 of 59 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.C. 16 Mar 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 5p4f159 Agenda Item #4.C. 16 Mar 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 559 411.211.1.12.17jaaatny strootdaftskthqs71.52.01-491.4.1n, 6,0eales, PAIntrat Fab 17.1.111, 427, Pliar1 By; clarosdy Agenda Item #4.C. 16 Mar 2020 rE. NA& .1719 Enlaters 590 JASMINE STREET ATLANTIC BEACH, FLORIDA RUA.) FCR HOOSE A LLC 7 GRADING & DRAINAGE PLAN 7 elly &Wicker Inc. • Landscape Arditedure J5143224 1 44.14.49504&coas LC:2600(1)11,, ogc. ..)u J 59 IC060964' ma lake ' (904)2561030 F106442410Hry r 10 0 L 0 C CLOUT t01K M€• BLOCK 1 1 0 MAP SHOWING BOUNDARY SURVEY OF: Wig I,3, A I. J. 01104001 9 IKOOAhtP 0! hAt 9DOK 5€COMi W00INi0o Mwx01'wrowvuimnPn 01 l S0u04 00]0[ 00 [AOt, M OND CWIIRY. C6000 .011€ •AL - 01000 101K •At' 16001 ROOD 30144 ^Pt VAOA11T VACANT 2 6HA C 8 D 4 20� n�Asn6n >60 3132 YU 1061 Hv 0 11 OD+A 001JW %RR. ,.;, 11.,Il9•�']8 Y IC 00•01'!66 5111 90.00.10031 0,1[0 .00 1[601 1hlicV 6e h0'?OUR->a0�-_ +•^�'�' N1tN 6166,-0•I ,0 1. 0 0 3 1 2 0 SECTION H OTLAIIOIC 00403 ,ems PLAT OOOK IO, PAGE T.TO• 161 76000 IMIt -PET. 0110€ 000 /47 1 -1]I C0 IMI[ 50.00.10061 *MOT 4.1AO- I\•\ 00 .00' Toni co4 36 00,11.36. 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