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
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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•�
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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.
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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:
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16 Mar Mb
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14 work_ 4.
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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
, .
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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
/
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/ LOT 15
BLOCK 2
/
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LOT 14
BLOCK 2
SET IP 112"
10,0 UTILITY
EASEMENT /
EGEND:
LBtI8102
/
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SET IP„,1/2”
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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
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6•
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(AXIIMI PATTER SPAN LV)
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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
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›-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
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s.ST".••\*G E N
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•". 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
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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
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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
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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.
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3/16
3/1
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SLEEVE 10
BASE RAR
,O%*F'lN� S MOO,�•ii
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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*
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IS R0» RAFTDI
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BOX EAVE RAFTER COLUMN
OCONNECTION DETAIL
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10 GO. PACE
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AND 41304 Kam. vITIL (e)
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ia PER MALE)
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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:,
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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
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1 5
TS MUNN
0 CA 11-O5755040. MACE
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sccun VIM (1 Al2.14A3/11.
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BOX EAVE RAFTER COLUMN
OCONNECTMN DETAIL
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- -
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NI
SASE RAIL 3ns 0 NPRPT IS W.
SECURE WITH TO
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415*75 RML
-
cannectoe
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TO RAFTER
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57
MINIMA 6.
KINDER IS
TS NWPLE. SECURE
POST TO NIPPLE
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TS CIA.1004—/
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eCONNECTION DETAIL
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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
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STATE OF .:41,4"
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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
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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
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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.`
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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
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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,,,,„,
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. No 57170 '..% ...
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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,
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----T991 MN UENGINEERING AND CONSULTING, INC. DECKED IT. Pm
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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
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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
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04
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FIEDULITHIC COMTE EOM=
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%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
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0.0
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RAIL DE T AIL
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GE FOR LOW & HIGH WIND SPEED
37
4
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MP)
istOrtl. Ur. IMICIOst
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VITNOI 6. Er
71300 1000 iSEE DEIld, 'Cr
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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 ' ."
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.7.• * ;
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- •
..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
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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.
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ANALYSIS
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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
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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"'
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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
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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
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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
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Agenda Item #4.C.
16 Mar 2020
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