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2022-01-20 TRCOF -OK CITY OF OKEECHOBEE, FLORIDA � O TECHNICAL REVIEW COMMITTEE MEETING -o JANUARY 20, 2022 SUMMARY OF COMMITTEE ACTION I. CALL TO ORDER Chairperson Ritter called the regular meeting of the Technical Review Committee (TRC) for the City of Okeechobee to order on Thursday, January 20, 2022, at 10:00 A.M. in the City Council Chambers, located at 55 Southeast Third Avenue, Room 200, Okeechobee, Florida, followed by the invocation and Pledge of Allegiance. II. ATTENDANCE The following TRC Members were present: City Administrator Gary Ritter, Building Official Jeffery Newell, Okeechobee County Fire Rescue (OCFR) Captain Justin Hazellief, Police Chief Donald Hagan, and Public Works Director David Allen. City Planning Consultant Jim LaRue, Committee Secretary Patty Burnette and General Services Secretary Keli Trimnal were also present. Fire Chief Herb Smith, City Attorney Gloria Velazquez, Okeechobee County Environmental Health Director Victor Faconti, Okeechobee Utility Authority (OUA) Executive Director John Hayford, and the Okeechobee County School Board representative were absent. III. AGENDA A. There were no items added, deferred, or withdrawn from the agenda. B. Motion by Police Chief Hagan, seconded by Building Official Newell, to approve the agenda as presented. Motion Carried Unanimously. C. There were no comment cards submitted for public participation. IV. MINUTES A. Motion by Building Official Newell, seconded by Police Chief Hagan to dispense with the reading and approve the December 16, 2021, Regular Meeting minutes. Motion Carried Unanimously. V. NEW BUSINESS A. Site Plan Review Application No. 22-001-TRC, to construct a 2,940-SF triplex with sidewalk and six parking spaces on 0.32± acres located at Northeast 3rd Avenue and 5th Street. 1. City Planning Consultant Mr. Jim LaRue of LaRue Planning and Management Services briefly reviewed the Planning Staff Report recommending approval of the site plan with the following criteria being met prior to issuance of any building permits; verification of curbside pickup for trash collection and the City's engineering department should review the proposed stormwater facilities and the submitted drainage report to ensure onsite stormwater all be captured and released according to all applicable standards. 2. Building Official Newell asked for clarification from the Applicant as the plans submitted indicate a duplex instead of triplex. In addition, he inquired to the Planner as to whether a sidewalk was required adjacent to each of the rights -of -way (Northeast 3rd Avenue and 5t" Street) as indicated in Section 78-36 of the City's Land Development Regulations (LDRs). OCFR Captain Hazellief, and Police Chief Hagan encouraged sidewalks if possible. Public Works Director Allen commented he isn't sure whether there was adequate space to install sidewalks due to the existing drainage swales. He would research and get back in touch with the Applicant. Chairperson Ritter read into the record an email received from OUA Executive Director Hayford regarding missing utility plans that would need to be submitted for his review. 3. Mr. Mike Jimenez, Budget Homes, LLC was present and available for questions. He stated he would contact Mr. Hayford, with OUA, to comply and have his planner make the appropriate changes on the plans to indicate the structure is a triplex not a duplex. He further commented he had no issues with installing sidewalks, he would just need guidance on where to install them due to the drainage swales. 4. No public comments were offered. 5. There were no disclosures of Ex-Parte Communications. TRC MINUTES, January 20, 2022, PAGE 1 of 2 V. NEW BUSINESS ITEM A CONTINUED 6. Motion by Building Official Newell, seconded by Public Works Director Allen to approve Site Plan Review Application No. 22-001-TRC, as presented in [Exhibit 1, which includes the Planning Consultant's analysis of findings and recommendation for approval] with the following conditions: submit utility plans to the OUA; and determination by the Public Works Director on whether it is feasible to install sidewalks adjacent to the rights -of -way. Either installation instructions will be provided to the Applicant or a recommendation to the City Council will be made to deviate from the standards listed in LDR Section 78-36. Motion Carried Unanimously. VI. Chairperson Ritter adjourned the meeting at 10:32 A.M. Submitted by: N,L�j �1- 31a Patty . Burnette, Secretary Please take notice and be advised that when a person decides to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, he/she may need to ensure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be based. General Services' media are for the sole purpose of backup for official records. TRC MINUTES, January 20, 2022, PAGE 2 of 2 ss► 0 '` - -J . u MINUTE & AGENDA FILE PERMANENT RECORD JANUARY20, 2OZZ TECHNICAL REVIEW COMMITTEE MEETING 1- APPROVED TYPED M IN UTES 2 - HANDWRITTEN MINUTES 3 - ORIGINAL COMPLETE AGENDA 4 - MEETING PROOF OF PUBLICATION INCLUDING ITEMS DISTRIBUTED AT THE MEETING AND CORRESPONDENCES I1TA V. GtyOONEEC/'� CITY OF OKEECHOBEE, FLORIDA `� mm TECHNICAL REVIEW COMMITTEE MEETING r DECEMBER 16, 2021 SUMMARY OF COMMITTEE ACTION CALL TO ORDER Chairperson Ritter called the regular meeting of the Technical Review Committee (TRC) for the City of Okeechobee to order on Thursday, December 16, at 10:10 A.M. in the City Council Chambers, located at 55 Southeast Third Avenue, Room 200, Okeechobee, Florida, followed by the invocation and Pledge of Allegiance. ATTENDANCE The following TRC Members were present: City Administrator Gary Ritter, Building Official Jeffery Newell, Okeechobee County Fire Rescue (OCFR) Captain Justin Hazellief, Police Chief Donald Hagan, and Public Works Director David Allen. City Planning Consultant Jim LaRue, Committee Secretary Patty Burnette and General Services Secretary Keli Trimnal were also present. Fire Chief Herb Smith, City Attorney Gloria Velazquez, Okeechobee County Environmental Health Director Victor Faconti, Okeechobee Utility Authority (OUA) Executive Director John Hayford, and the Okeechobee County School Board representative were absent. AGENDA A. There were no items added, deferred, or withdrawn from the agenda. B. Motion by Building Official Newell, seconded by Public Works Director Allen to approve the agenda as presented. Motion Carried Unanimously. C. There were no comment cards submitted for public participation. MINUTES A. Motion by Building Official Newell, seconded by Public Works Director Allen to dispense with the reading and approve the November 18, 2021, Regular Meeting minutes. Motion Carried Unanimously. NEW BUSINESS A. Site Plan Review Application No. 21-007-TRC, to construct a parking lot with drainage and landscaping to the East side of an existing 2.250 sq. ft. commercial building to be converted fora medical marijuana dispensary located at 1300 N. Parrott Avenue. 1. City Planning Consultant Mr. Jim LaRue of LaRue Planning and Management Services briefly reviewed the Planning Staff Report recommending approval of the site plan with the following criteria being met prior to issuance of any building permits; Applicant must adhere to all landscape requirements; parking spaces need to meet the 9-feet by 20-feet standard and drainage requirements must meet the approval of the Public Works Director. 2. Building Official Newell and OCFR Captain Hazellief suggested turnaround/T-Turn for the fire trucks,Police Chief Hagan inquired about whether the new parking lot would be paved, or if it would be asphalt millings as indicated in the application. 3. Mr. Steven Dobbs, Engineer on behalf of the Applicant, Karrie Larson of Trulieve, Inc. was available for questions. He stated the parking lot would be paved, and all contingencies noted in the Planning Staff Report would be met. 4. No public comments were offered. 5. OCFR Captain Hazellief disclosed he spoke with Mr. Dobbs about the project. 6. Motion by Building Official Newell, seconded by Public Works Director Allen to approve Site Plan Review Application No. 21-007-TRC, as presented in [Exhibit 1, which includes the Planning Consultant's analysis of findings and recommendation for approval] with the following conditions: the Applicant must adhere to all landscape requirements; parking lot must be asphalt and not asphalt millings; parking spaces need to meet the 9-feet by 20-feet standard; add a turnaround/T- Turn for fire trucks; and drainage requirements must meet the approval of the Public Works Director. Motion Carried Unanimously. DRAFT TRC MINUTES, December 16, 2021, PAGE 1 of 2 CITY OF OKEECHOBEE, FLORIDA JANUARY 20, 2022, TECHNICAL REVIEW COMMITTEE MEETING HANDWRITTEN MINUTES BY PATTY BURNETTE I. CALL TO ORDER Chairperson Ritter called the meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, January 20, 2022, at 10:6 A.M. in the City Council Chambers, located at 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida, followed by the Pledge of Allegiance. II. ATTENDANCE PRESENT ABSENT City Administrator Gary Ritter ✓ Building Official Jeffery Newell ✓ Fire Chief Herb Smith Okeechobee County Fire Rescue Captain Justin Hazellief ✓ Police Chief Donald Hagan ✓ Public Works Director David Allen City Attorney Gloria Velazquez City Planning Consultant Jim LaRue �— Okeechobee County Environmental Health Director Victor Faconti ✓ Okeechobee Utility Authority Executive Director John Hayford __ ✓ Okeechobee County School Board Representative _ Board Secretary Patty Burnette ✓ General Services Secretary Keli Trimnal III. AGENDA A. Chairperson Ritter asked whether there were any agenda items to be added, deferred, or withdrawn. There were ! f `. � B. Motion by ''I ` seconded by to approve the agenda as presented. Chairperson Ritter , Building Official Newell ✓ , Fire Chief Smith �- , OCFR Captain Hazellief Police Chief Hagan , Public Works Director Allen Motion Carried. C. Chairperson Ritter asked whether there were any comment cards submitted for items no"on the agenda. There were !. IV. MIIVUTES A. Motion by seconded by " to dispense with the reading and approve the December 16, 2021, Regular Meeting minutes. Chairperson Ritter , Building Official Newell , Fire Chief Smith OCFR Captain Hazellief Police Chief Hagan , Public Works Director Allen Motion Carried. V. NEIN BUSINESS A. Site Plan Review Application No. 22-001-TRC, to construct a 2,940-SF triplex with sidewalk and six parking spaces on 0.32± acres located at NE 3rd Avenue and 5t" Street, Lots 11 and 12, Block 89, CITY OF OKEECHOBEE, PBS 1 and 5, PGS 10 and 5, Public Records of Okeechobee County. 1. City Planning Consultant Mr. James LaRue of LaRue Planning and Management Services briefly reviewed the Planning Staff Report. The subject site is located on the Northwest corner of NE 5t" Street and 3rd Avenue. The Applicant's proposed site plan consists of a 2,940 square foot building containing three dwelling units along with 6 parking spaces. Water and wastewater services will be provided by Okeechobee Utility Authority (OUA) and solid waste disposal services will be provided by Waste Management. The proposed surface water system consists of dry retention areas with a control structure. Regarding traffic, it is not expected that local roadways and State Road 70 will experience a significant change in traffic intensity from this development. P. Burnette Handwritten Minutes, January 20, 2022, Page 1 of 5 V. INEW BUSINESS ITEM A CONTINUED One 30-foot-wide driveway is proposed on NE V Ave to provide ingress and egress to the site. Internal circulation appears adequate. There are existing residences to the North and East and commercial properties to the West and South. The proposed project rneets all buffering requirements and does not pose any compatibility issues for the adjacent uses. The location of the site is appropriate for a multifamily project The dimensional standards review appears to meet the requirements of the City's Land Development Regulations (LDR's). A photometric plan was submitted. Based on the foregoing analyses, we recommend that approval of this site plan be conditional upon the following criteria being met prior to issuance of any building permits: the verification of curbside pickup for trash collection and the City's engineering department should review the proposed stormwater facilities and the submitted drainage report to ensure on -site stormwater will be captured and released according to all applicable standards. verlfictJv . ra>h prKttp- eu.rb5)GLG OfS�✓mukc��,►- P. Burnette Handwritten Minutes, January 20, 2022, Page 2 of 5 V. 14EW BUSINESS ITEM A CONTINUED 2. Building Official Newell: -inpleu Shoug[ b2 no-!ed 01) plans ►ns�ea�l o-F �uplest - �evi�e ►�i2n Su6mefi�q' Is s,a�e�Ii� rewired? ad�a:ceM- -t-o r►Th+-of=uku.i Oo✓ru r )of So I'WA S ices wvLV(! bv rX((tfd - o j.(.d (' ou,nc_.i,l re ✓� ec,� �r�a�ez l,Jl� � �e m (�� S�=Derma 1vPrrt�.jT�` Se,- 79-5� Fire Chief Smith: tot- presPO O,CFR Captain Hazellief emara y sAJ0 -C Y0ad.r xv('. VIC) LJ)p ve rinrse.- �a ke 4o (y ''Pvp le Uf f 0 I 1 I UP,rI h�cc n {ae a s�c� cva_Q k fv Pclice Chief Hagan o 1 's e S St)L4h of rc�L Qa r1 NA i��� . �� � IJI�c�� re �,,`lle 1rc of Ct-YPQ • f S bv+tA S I(i�D..S b " P. Burnette Handwritten Minutes, January 20, 2022, Page 3 of 5 g 10 }, a6ad `ZZOZ `OZ Ajunuer `sa;nuiw ualliannpuaH allauin9 -d o"(k) �'pI S aJ '(�1 p� o aid al wo ' u 0 :aa}lla uosiodilBI40 cpc,)�) (74i"ll pna) hJug) Pqpuioms :PJOJAPH JOIO9J14 anlinoax3 ` no :'IuoDB3 ao}uaala gllBGH Ieju9uauoalnu3 Alunoo 71 OVV 04 gJuq Sly � oA(� a E ry Ll a p r s-� S, �d p� 41 rn�naJ(�'1 ��moCi �-Io A nW fO hPd # JU oc,- W- . �r7 ��� 64rt Ir sU c - zof p ow mid d h Iac) :UGIIV JOIDG G S�JOAA oilgnd c3anNI1NO3 V W311 SS3NISf18 M3ti •n V. IVEW BUSINESS ITEM A CONTINUED 3. Mr. Abraham—Cthabab, PE;-en-behag--e�the Applicant, Mike Jimenez, Budget Homes, l_LC. was present and available for questions. There were Can'f OoAStrurf ct s t(00.6AlC Of 60 nab( swadeg o,a i rich ce�at�►' n la �n we U r s u), it not Lue SP po rato & �v1Qt.red — wou-14 auc- � coo✓ w fl, Olt A e 11inq +z�r'�, f �uu tctu, r [I f( IIo 4. There were no questions from the public. 5. There were no disclosures of Ex-Parte Communications. A Motion by , seconded by , to approve Site Plan Review Application No. 22-001-TRC, as presented in [Exhibit 1, which includes the Planning Consultant's analysis of findings and recommendation of approval] with the following conditions: ._______ A U dbt tf MUS (too.4rr l tbsle ur 'tr r) (W 6 �kc 1 �fn uo s f'Ofd SIcI�Cr,�ktll�.S L�o�1 2Y[.0Lt1�.c. !csrt, ('ot1i7(1C�P(lt ��Por o1 r ��pprt� r! � i'ev �v c �bldn ' ,�wL 2 br � 0 C W u 0 - C"Chairperson Ritter ✓ , Building Official Newell , Fire Chief Smith , OCFR Captain IHazellief Police Chief Hagan Public Works Director Allen Motion Carried. VI. Chairperson Ritter adjourned the meeting at 1©' 3a A.M. P. Burnette Handwritten Minutes, January 20, 2022, Page 5 of 5 From: Keli Trimnal Sent: Wednesday, January 19, 2022 12:16 PM To: Patty Burnette Subject: FW: City TRC Meeting 1/20/2022 From: John Hayford <jhayford@ouafl.com> Sent: Wednesday, January 19, 2022 9:27 AM To: Keli Trimnal <ktrimnal@cityofokeechobee.com> Subject: City TRC Meeting 1/20/2022 Keli I have looked over the TRC package and see OUA water and wastewater service noted on the cover page. However, in looking through the package contents did not see anything concerning water services or wastewater connections. Therefore, the OUA being at the TRC meeting will add nothing. The only comment I can make, I will make now. The applicant should provide this information to the OUA sooner rather than later so that any corrections needed can be made before they become expensive because of the delay. As I have said before, it would be great if they were required to submit some of this information to the TRC so that others (public works, fire department, building official, etc.) would be made aware of the utility locations. John John F. Hayford, P.E. Executive Director Okeechobee Utility Authority 100 SW 5t" Avenue Okeechobee, FL 34974 863-763-9460, X-118 Office 863-634-9791 Cell 1/19/22, 10:14 AM Okeechobee, FL Code of Ordinances Sec. 78-36. - Sidewalks, driveways, and pedestrian access. (a) When required. Ider)tI' A" Pach CKafY6 Zv/)r10 (1) All projects, except for those involving only one individual single-family structure, constructed in zoning districts set out in section 90-71 of this Code, wherein the lands of the owner and/or developer adjoin a collector or arterial street or city right-of-way, shall provide sidewalks adjacent along each such street or right-of-way. (2) Sidewalks shall be provided on residential streets in proposed and replatted subdivisions. (3) If a sidewalk is proposed on only one side of a residential street, the technical review committee must consider the following prior to approval: a. City sidewalk improvement plans. b. Safety considerations. c. Location of existing or proposed schools and recreation areas, and existing sidewalks. (4) Residential projects abutting a commercial, office, service or recreation use shall provide pedestrian access from the development to such use. (5) Where deemed necessary to provide circulation or access to a shopping center, school, playground, or community facility, pedestrian ways and crosswalks may be required after consideration by the technical review committee. Such ways shall be not less than ten feet wide with a sidewalk meeting requirements of these regulations. (6) In any area where the owner or developer constructs a driveway which extends to a city right- of-way, and which would cross or adjoin a city sidewalk, such driveway shall also be constructed of concrete or other material approved by the city. Additionally, such driveway shall be constructed in conformity with applicable sidewalk design standards to ensure that the portion of such driveway that may extend into a city right-of-way is constructed in a manner consistent with surrounding sidewalks. (7) The technical review committee may, upon demonstration of undue hardship to, or existing circumstances beyond the control of the owner or developer, recommend to the city council, approval of a deviation from these standards designed to alleviate such hardship. (b) Design standards. (1) Design standards of sidewalks and pedestrian ways shall conform to these regulations, and the Manual of Standards for Design, Construction and Maintenance for City Streets of Appendix E, Chapter 6, herein, and as amended from time to time. (2) Design, construction or alteration of median strips shall conform to the state department of transportation regulations. (LDR 1998, § 875; Ord. No. 861, § 2, 6-15-2004; Ord. No. 1079, § 3, 1-17-2012) 1/2 CITY OF OKEECHOBEE, FLORIDA .JANUARY 20, 2022, TECHNICAL REVIEW COMMITTEE MEETING HANDWRITTEN MINUTES BY KELI TRIMNAL I. CALL TO ORDER Chairperson Ritter called the meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, January 20, 2022, at 1,) A.M. in the City Council Chambers, located at 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida, followed by the Pledge of Allegiance. II. ATTENDANCE PRESENT ABSENT City Administrator Gary Ritter V' Building Official Jeffery Newell Fire Chief Herb Smith Okeechobee County Fire Rescue Captain Justin Hazellief Police Chief Donald Hagan i Public Works Director David Allen r City Attorney Gloria Velazquez City Planning Consultant Jim LaRue Okeechobee County Environmental Health Director Victor Faconti Okeechobee Utility Authority Executive Director John Hayford _ Okeechobee County School Board Representative Board Secretary Patty Burnette Generai Services Secretary Keli Trimnal I-1 a AGENDA Chairperson Ritter asked whe�er there were any agenda items to be added, deferred, cr withdrawn. There were ut� e Motion by seconded by to approve the agenda as presented. Chairperson Ritter , Building Official Newell , Fire Chief Smith , OCFR Captain Hazellief , Police Chief Hagan Public Works Director Allen Motion Carried. =0--- C. Chairperson Ritter asked whether there were any comment cards submitted for items rot on the agenda. There were N IV. MINUTES A. Motion by k seconded by � to dispense with the reading and approve the December 16, 2021, Regular Meeting minutes. Chairperson Ritter , Building Official Newell , Fire Chief Smith , OCFR Captain Hazellief Police Chief Hagan Public Works Director Allen ON Motion Carried. V. NEW BUSINESS A. 1>ite Plan Review Application No. 22-001-TRC, to construct a 2,940-SF triplex with sidewalk and six parking spaces on 0.32± acres located at NE 3rd Avenue and 5t" Street, Lots 11 and 12, Block 89, CITY OF OKEECHOBEE, PBS 1 and 5, PGS 10 and 5, Public Records of Okeechobee County. 1. City Planning Consultant Mr. James LaRue of LaRue Planning and Management Services briefly reviewed the Planning Staff Report. The subject site is located on the Northwest corner of NE 5t" Street and 3rd Avenue. The Applicant's proposed site plan consists of a 2,940 square foot building containing three dwelling units along with 6 parking spaces. Water and wastewater services will be provided by Okeechobee Utility Authority (OUA) and solid waste —disposal services will be provided by �te Manement. The proposed surface water system consists of dry retention areas with a control structure. Regarding traffic, it is not expected that local roadways and State Road 70 will experience a significant change in traffic intensity from this development. CK. Trimnal Handwritten Minutes, January 20, 2022, Page 1 of 5 V. NEW BUSINESS ITEM A CONTINUED One 30-foot-wide driveway is proposed on NE 3rd Ave to provide ingress and egress to the site. Internal circulation appears adequate. There are existing residences to the North and East and commercial properties to the West and South. The proposed project meets all buffering requirements and does not pose any compatibility issues for the adjacent uses. The location of the site is appropriate for a multifamily project The dimensional standards review appears to meet the requirements of the City's Land Development Regulations (LDR's). A photometric plan was submitted. Based on the foregoing analyses, we recommend that approval of this site plan be conditional upon the following criteria- being met prior to issuance of any buldi.cg_permits: the verification of curbside pickup for trash collection and the City's engineering department sB uTd-- review the proposed stormwater facilities and the submitted drainage report to ensure on -site stormwater will be captured and released according to all applicable standards. -72 4tA -0 uh,t U�rl 3 C'A [,:0 K. Trimnal Handwritten Minutes, January 20, 2022, Page 2 of 5 Al V. NEW BUSINESS ITEM A CONTINUED 2. BrxHd-in-g-Officrai-Newell: C—(vk.'�' P'."" CO-) � '� a-) L, " Of Q-AA-t OCFR Captain Hazellief Police Chief Hagan K. Trimnal Handwritten Minutes, January 20, 2022, Page 3 of 5 V. NEW BUSINESS ITEM A CONTINUED Public Works Director Allen: County Environmental Health Director Faconti: OUA Executive Director Hayford: Chairperson Ritter: j- Lj 4 K-. U-� b %V - C� K. Trimnal Handwritten Minutes, January 20, 2022, Page 4 of 5 0 V. NEW BUSINESS ITEM A CONTINUED 3. Mr. Abraham Chabab, PE, on behalf of the Applicant, Mike Jimenez, Budget Homes, LLC. was present and available for questions. There were eu &-p6(c- YZ�t-mat h 4. There were no questions from the public. 5. There were no disclosures of Ex-Parte Communications. .V�n0--e- 6. Motion by I � W j" , seconded by , to approve Site Plan Review Application No. 22-001-TRC, as presented in [Exhibit 1, which includes the Planning Consultant's analysis of findings and recommendation of approval] with the following conditions: - p 1Wo46410kkoe-I& . Chairperson Ritter , Building Official Newell , Fire Chief Smith , OCFR Captain-Hazell�f , Police Chief Hagan , Public Works Director Allen Motion Carried. VI. Chairperson Ritter adjourned the meeting at 132. A.M. K. Trimnal Handwritten Minutes, January 20, 2022, Page 5 of 5 `'�y.oF•okFF`ti CITY OF OKEECHOBEE r TECHNICAL REVIEW COMMITTEE 55 SOUTHEAST THIRD AVENUE, OKEECHOBEE, FLORIDA 34974 OFFICIAL AGENDA JANUARY 20, 2022 10:00 A.M. I. CALL TO ORDER II. ATTENDANCE III. AGENDA A. Requests for the addition, deferral, or withdrawal of items on today's agenda. B. Motion to adopt agenda. C. Public participation for any items not on the agenda requires Comment Card. Citizen comments are limited to 3 minutes per speaker unless otherwise approved by the Chair. IV. MINUTES A. Motion to dispense with the reading and approve the December 16, 2021, Regular Meeting minutes. V. NEW BUSINESS A. Site Plan Review Application No. 22-001-TRC, to construct a 2,940-SF triplex with sidewalk and six parking spaces on 0.32± acres located at NE 3rd Avenue and 5th Street, Lots 11 and 12, Block 89, CITY OF OKEECHOBEE, PBS 1 and 5, PGS 10 and 5, Public Records of Okeechobee County - City Planning Consultant (Exhibit 1). 1. Review Planning Staff Report recommending approval. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent - Mr. Abraham Chabab, PE, on behalf of the Applicant, Mike Jimenez, Budget Homes, LLC. 4. Public comments or questions from those in attendance or submitted to the Committee Secretary. 5. Disclosure of Ex-Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. VI. ADJOURN MEETING 'Per Resolution No. 1997-05 Officials must disclose any communication received including the identity of the person, group, or entity; written communication may be read if not received by all Committee Members; disclose any expert opinions received; disclose any investigations made; disclosures must be made prior to the vote taken. Persons who have opinions contrary to those expressed in the ex-parte communication are given reasonable opportunity to refute or respond. BE ADVISED that should you intend to show any document, picture, video, or items to the Technical Review Committee in support or opposition to any item on the agenda, a copy of the document, picture, video, or item must be provided to the Committee Secretary for the City's records. ANY PERSON DECIDING TO APPEAL any decision made by the Technical Review Committee with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Act, persons with disabilities needing special accommodation to participate in this proceeding should contact the General Services Office in person or call 863- 763-9824, Hearing Impaired: Florida Relay 7-1-1 no later than four business days prior to proceeding. January 20, 2022, Technical Review Committee Meeting Page 1 of 1 PUBLIC NOTICE f ILE Cbr 6 TECHNICAL REVIEW COMMITTEE MEETING NOTICE IS HEREBY GIVEN that the City of Okeechobee Technical Review Committee (TRC) will meet in regular session on January 20, 2022) 10 AM or as soon thereafter as possible, at City Hall, 55 SE 3rd AVE, Rm 200, Okeechobee, FL. The public is invited to attend and be heard on all matters. Copies of the agenda will be available at the meeting, or prior to the meeting, and may be viewed and/or downloaded from www.cityofokeeechobee.com/AgendaMinutes-Technical-Review.html. The following Application(s) will be considered during this meeting, which can be inspected in their entirety at www.cityofokeechobee.com/public-notice.html or in the General Services Office at the address above, during normal business hours, Monday -Friday, 8:00 AM-4:30 PM, excluding holidays: • No. 22-001-TRC: Site Plan Review Application to construct a 2,940-sq.ft. triplex, with sidewalk and 6 parking spaces on 0.32+/- acres at NE 3rd Avenue & 5th Street, Applicant and Property Owner: Michael R. Jimenez, Budget, Homes, LLC. BE ADVISED that should you intend to show any document, picture, video, or items to the TRC in support or opposition to any item on the agenda, a copy of the document, picture, video, or item must be provided to the Board Secretary for the City's records. ANY PERSON DECIDING TO APPEAL any decision made by the TRC with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Act, persons with disabilities needing special accommodation to participate in this proceeding should contact the General Services Office in person or call 863-763-9824, Hearing Impaired: Florida Relay 7-1-1 no later than four business days prior to proceeding. ONE OR MORE CITY OF OKEECHOBEE COUNCIL MEMBERS MAY BE IN ATTENDANCE AT THIS MEETING. THIS NOTICE IS POSTED TO MEET STATE PUBLIC NOTICE REQUIREMENTS AND SUNSHINE LAWS. By: City Administrator Gary Ritter Website/BB/FB Notice Posted: 1/4/22-MC l �0%2 -SRC mcn� STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken Muros, who on oath says she is the Publisher of the Lake Okeechobee News, a weekly Newspaper published in Okeechobee Courify, Florida, that the attached copy of an advertisement being a in the matter of k r: - t-,.'i. ' !2 � 110, c� in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of Affiant further says that the said Lake Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Katrina Elsken Muros Sworn to and subscribed before me by means of ,physical presence or online notarization, this L� �.. day of. �:' �� • ��' my '� ,.-. m !!- � AD Notary Public, State of Florida at Large SUE MADRAY PAY CO MMiSS10[d ii I it 1129E ;o ? May -12,2025 fi Bonded Thru �Otar/ VuF'li Underraitc;s� Lake Okeechobee News 107 SW 17th Street, Suite D Okeechobee, Florida 34974 863-763-3134 CITY OF OKEECHOBEE PUBLICNOTICE TECHNICAL REVIBN COMt4MT:E MEETING NOTICE IS HEREBY GIVEN thatthe City ofOkaedrobeeTed,nid Review eommilee (Tito) wit conduct a regular meeting on IantkvV 20, 2D22, 10 AK 200, Okved as R rjeafter 5 tried t oa�d a d be 55 � on al mat Theagardamaybevkv ydownbadedfromhops//t%MalWMmed,olM mrRlPgendaNTnu�Ted W mFRe+t<^Eut,ImL Application(s) to beooiWared: No. 22-001--TM Site Plan Re*.wAppkation t oorstruct a 2,44D A-ft triplex. wlh sidcv�alk and 6 pad�r,g spaePs on 032+/-aces at NE 33trdd Avenue & Sih Street. AppGontanrlRopetyOm,a: Md,amR It ME MA Budget, Homes„ U.C. BE ADVISED M,atstwuld you Intend to show ary Aan,�nk pM- video, Or�to the TRC m supportoroppos7M t arry Amon the agenda, acopy of the doam,ent, Picture. video, or llein must be P vMW to the Board Sme- tary for the C!" remr& ANY PERSON DECIDING TO APPEAL any de- Ci�lDn made by %TRC with respedto arty materoxddeed at Ws meeft wig need t ensure aved eft record ofthe pmmeding is made and the record irx L&S the teslinnry and eoidenoa upon wNd, v appeal P�� In aomdance with Me Americans w di DlsaMl� with disabillies negJug specialaovmnodatbn t partidpate intht; pmoaaclirg should contact Me C>eneral Services Office b person omit B6 1A24, hnPaaed: Honda Rey 7-1-1 no latertl,an fors (days pnxt �g. ONE OR MORE CITY OF OKEECHOBEE COUNCIL MEMBERS MAY BE IN ATTENDANCE AT THIS PREMIG. THIS NOTICE IS POSTED TO MEEr STATE PUBLIC NOTICE REQUIRB4ENTS AND SUHLSH INE LAWS. By. Oty Acimmt;YtratrGary RAW No. 22-001--IRC 516004ON I/5/M ry-t P Cuu copt CITY OF OKEECHOBEE Office of the City Clerk, 55 SE 3rd Avenue, Okeechobee, FL 34974 Email Transmittal 863-763-3372 ext. 9814 To: Independent Newspapers, Attention: legalads@iniusa.org From: Lane Gamiotea, City Clerk, Inc. — Okeechobee News — Ad Dept. Iamiotea@cityofokeechobee.com Ad Type: Legal Publish On: 1/5 Proof of Affidavit(s): 1 Authorized By: Zafre QlffiMea , Date: 12 26 2021 Email Date/Time: Ad/Order# Amount $: Proofed By: Date to Finance: Draw#: PO# Check #: Mailed On: 4 5111 CITY OF OKEECHOBEE PUBLIC NOTICE TECHNICAL REVIEW COMMITTEE MEETING NOTICE IS HEREBY GIVEN that the City of Okeechobee Technical Review Committee (TRC) will conduct a regular meeting on January 20, 2022,10 AM, or as soon thereafter as possible, at City Hall, 55 SE 3rd AVE, Rm 200, Okeechobee, FL. The public is invited to attend and be heard on all matters. The agenda may be viewed/downloaded from https://www.cityofokeechobee.com/AgendaMinutes-Technical-Review.html. Application(s) to be considered: No. 22-001-TRC: Site Plan Review Application to construct a 2,940-sq.ft. triplex, with sidewalk and 6 parking spaces on 0.32+/- acres at NE 31d Avenue & 5th Street, Applicant and Property Owner: Michael R. Jimenez, Budget, Homes, LLC. BE ADVISED that should you intend to show any document, picture, video, or items to the TRC in support or opposition to any item on the agenda, a copy of the document, picture, video, or item must be provided to the Board Secretary for the City's records, ANY PERSON DECIDING TO APPEAL any decision made by the TRC with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Act, persons with disabilities needing special accommodation to participate in this proceeding should contact the General Services Office in person or call 863-763- 9824, Hearing Impaired: Florida Relay 7-1-1 no later than four business days prior to proceeding. ONE OR MORE CITY OF OKEECHOBEE COUNCIL MEMBERS MAY BE IN ATTENDANCE AT THIS MEETING. THIS NOTICE IS POSTED TO MEET STATE PUBLIC NOTICE REQUIREMENTS AND SUNSHINE LAWS. By: City Administrator Gary Ritter, No. 22-001-TRC CITY OF OKEECHOBEE Application for Site Plan Review Pag 1 of 3 Date Received c?�y A City of Okeechobee General Services Department 55 S.E. 3`d Avenue, Room 101 Application No. /� T Fee Paid: Receipt No. 5 -1 7 � 1 a 4 a Okeechobee, Florida 34974 s Phone: (863) 763-3372, ext. 9820 Fax: (863)763-1686 E-mail: pburnettera.citvofokeechobee.com Hearing Date: I' Cog APPLICANT INFORMATION 1 Name of property owner(s): Budget Holnes, LLC Mike Jilnenez 2 Owner mailing address: 7416-A SW 48th Street, Miami, F1 33155 3 Name of applicant(s) if other than owner: Same as owner 4 Applicant mailing address: Same as owner 5 Name of contact person (state relationship): 6 Contact person daytime phone(s) and email address: 305-778-4444 Email: mikepexcelconstructionllc.com ngmeer: Name, address an phone num er: Abraham Chabab, PE 7 1391 NW St. lucie Blvd #411, Port St Lucie Fl 34986 Ph: 772-4756630 Email: agchabablpmmsn.com ;� c mlx�l 1 Surveyor: ame, a ess an pone num er: Tradewinds Surveying Group, Mike Rice $ 200 SW 3rd Ave. Okeechobee, Fl 34974 Ph: 863-763-2887 Email: wc.twpspyahoo.com PROPERTY and PROJECTINFORMATION 9"corner Property a ess erections to property: of NE 3rdSt�and NE 5th .Aveii ::1Parcel Identification Num er 3-15-37-35-0010-00890-0110 1 I urrent Future Land Use designation: Multi Family 12 Current oning district: Residential Multi Family escn a the project me u mg a propose uses, type o construction an conceptual building layout, ow e business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary. 13 Proposed project consists of one triplex building (2940SF), sidewalk and parking area for 6 parking spaces. escribe extstmg improvements on property for examp e, the number and type o utldngs, dwelling units, occupied or vacant, etc.). Use additional page if necessary. 14 Vacant Land 15 Total land area in square feet (if less than two acres):14000 SF or acres: 0, 32 AC 16 Isproposed use different from existing o rprioruse (_Yes) (XNo) Rev. 04/20 CITY OF OKEECHOBEE Application for Site Plan Review Pag 2 of 3 Number and description of phases: 17 One phase 18 Source of potable water: i OUA 1 19 1 Method of sewage disposal- (3rindcr Pump that will connect to existing 12" Force Main ATTACHMENTS RE UIILED FOR ALL APPLICATIONS 2u Appucant's statement of interest in property Owner 21 One (1) copy of last recorded warranty deed 22 Notarized letter of consent from property owner (if applicant is different from property owner) Three (3) CERTIFIED BOUNDARY and TOPOGRAPHIC surveys, (one to be no larger than 11 x 17; scale not less 23 than one inch to 20 feet-, North point) containing: a. Date of survey, surveyor's name, address and phone number b. Legal description of property pertaining to the application c. Computation of total acreage to nearest tenth of an acre d. Location sketch of subject property, and surrounding area within one-half mile radius Two (2) sets of aerials of the site. Eleven (11) copies of scaled site plan drawings (see attached checklist for details of items to be included) [26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. Eleven 01) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type of tree and shrub. 28 Eleven 01) copies of photometric Iigltting plan (see Code of Ordinances & LDR's Section 78-71 (A) (5)). 29 Three (3) copies of sealed drainage calculations. Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or 30 proposed use will generate I00 or more peak hour vehicle trip ends using the trip generation factors for the most similar use as contained in the Institute of Transportation Engineers most recent edition of Trin Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service en all ad acent roadway links with anti without the oicct 31 USB flash drive of application Nonrefundable application fee: $1,000.00 plus S30.00 per acre. 32 NOTE: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges - When the cost for publishing and malling notices of public'hearings exceeds the established fee, or when a professional Ladvertising, consultant is hired to advise the City on fire application, the applicant shall ay the actual costs. TE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation. The Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is required to Proceed or if the review will be rescheduled to the next TRC meeting. Confirmation of Information Accurac I hereby certify that the information in this application is correct. The information included in this application is for use by . the of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to 0 0 and imprisonment of up to 30 days and may result in the summary denial of this application. 141 ChOtj 2. ,7/vnnoCZ Si attire Printed Name Date For questions relating to this application packet, call the General Services Dept. at (863) 763-3372, Ext. 9820 Rev. 04/20 DIVISION OF CORPORATIONS Department of State / Division of Corporations / Search Records / Search by Entity Name / Detail by Entity Name Florida Limited Liability Company BUDGET HOMES, LLC Filing Information Document Number L15000134778 FEI/EIN Number 47-4760204 Date Filed 08/06/2015 State FL Status ACTIVE Principal Address 7416-A SW 48TH ST MIAMI, FL 33155 Mailing Address 7416-A SW 48TH ST MIAMI, FL 33155 Registered Agent Name & Address JIMENEZ, MICHAEL R 7416-A SW 48TH ST MIAMI, FL 33155 Authorized Persons) Detail Name & Address Title MGR JIMENEZ, MICHAEL R 7416-A SW 48TH ST MIAMI, FL 33155 Annual Reports Report Year Filed Date 2019 04/01 /2019 2020 01 /14/2020 2021 01 /13/2021 Document Images 01/13/2021 --ANNUAL REPORT View image in PDF format BUDGET HOMES, LLC 7416-A SW 48'h STREET MIAMI, FL 33155 Ph: (305) 778-4444 Email: in i ke(a-) excel construc timil I exom Nov. 30, 2021 Patty Burnette, General Services Coordinator Town of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 RE : Budget Homes, LLC, Letter of Intent Dear Ms. Burnette: This property is located at NW corner of NE 5`" Street and NE P Avenue with total acreage of 0.32 acres (14,000SF). Proposed site plan consists of 2940 SF building that has three dwelling units with 6 parking., arkin, spaces. Enclosed you will find the necessary plans and documents for this project to be scheduled for January 20, 2022. Should you have any questions or require any additional information, please contact us at your c nvenience. tr. Jimenez Manager Prepared by and return to: FRANK H. FEE, IV Fee and Fee, PLLC 400 NW 2nd Street Okeechobee, FL 34972 863-763-3131 File No.: 21-2386 Parcel Identification No. 3-15-37-35-00110-00890-0110 0" Records Fif M4088 Page(s):1 Jerald D Bryant CWkdtiheClrcu( 00,lhLCempWW Ok� FLrf rf_ 11r312M 4:U PM Fees: RECORDING $10.00 D DOCTAX PD 517s.00 [Space Above This Line For Recording Dataj_ Warranty Deed (STATUTORY FORM - SECTION 639.02, F.S.) This Indenture made this 28th day of October, 2021 Between LMXN HOLDINGS, LLC, a Florida Limited Liability -Company whose post office address is 1306 SW 2ND AVENUE, Okeechobee, FL 34974 of the County of Okeechobee, State of Florida, grantor', and BUDGET HOMES, LLC, a Florida Limited Liability Company whose post office address is 7416-A SW 48th Street, Miami, FL;33155 of the County of Miami -Dade, State of Florida, grantee`, Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO1100 DOLLARS ($10.00) and other good and valuableconsiderations to said,grantor in hand -paid by said grantee, the receipt whereof is hereby acknowledged, hai granted, bargained, and sold to L)a said glarltee, aird gi-antecs Beira and assigns Iuraver, the following described land, situate, lying and being In Okeechobee County Florida, to -wit LOTS 11 AND -12, BLOCK 89, TOWN 'QF':OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OFiST. LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT BPING ALSO RECORDED 14 PLAT BQOK 1, PAGE 10; AND PLAT BOOK 5, PAGE 5, BOTH OF THE PUBLIC RECORDS OF OKEECHOBEE:COUNTY,FLORIDA. Subject to restrictions, reservations and easements of record, if any. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. —Granter" and "Grantee` are used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in ol,ir presence: LMXN HOLDINGS, LLC, a Florida Limited Liability !. Company , f 7, By: = �7 ri (- Z 1 Witnes ,Name: f0 (40i'j_"'-.L LORRAiNE E. _ .tON, Authorized Member Witness Name: 'n State of Florida County of'Okeechobee The foregoing instru ent was acknowledged before me by means of [XI physical presence or L] online notarization, this .', � tday of Ootober, 2021 by LORRAINE'E. MIXON, Authorized Member of LMXN HOLDINGS, LLC, a:Fiodda Limited Llability',Compagy, on behat('.ofAhe corporation.. She, [�is personalty known -to me or [Xj has produced a driver's license as identification. [Notary Seal) Notary Pitiblic'- - ".•. g7S*MIEGOMEZ " ;: WtOMMISSION9HHM0403 •.p: EKPIiZES:Octnbsr28,202d '•,P„',!`.�� • 8a1ded 71tN NuN1Sl�UnleM1rrtur• 12/8/21, 11:26 AM Okeechobee County Property Appraiser Okeechobee County Property Appraiser Mickey L. Bandi, CFA Parcel: F< 3-15-37-35-0010-00890-0110 (33687) » Owner & Property Info Result: 1 of 1 BUDGET HOMES LLC Owner 7416-A SW 48TH ST MIAMI, FL 33155-4415 Site NE 5TH ST OKEECHOBEE Description* CITY OF OKEECHOBEE LOTS 11 & 12 BLOCK 89 Area 0.321 AC I S/T/R 15-37-35 Use Code** VACANT (0000) ITax District 50 *"The Description above is not to be used as the Legal Description for this parcel In any legal transaction. **The Use Code is a Dept. of Revenue code. Please contact Okeechobee County Planning & Development at 863-763-5548 for zoning info. Property & Assessment Values 2020 Certified Values 2021 Certified Values Mkt Land $10,500 Mkt Land $14,000 Ag Land $0 Ag Land $0 Building $0 Building $0 XFOB $0 XFOB $0 Just $10,500 Just $14,000 Class $0 Class $0 Appraised $10,500 Appraised $14,000 SOH/10% Cap I?i $0 SOH/10% Cap [?] $2,450 Assessed $10,500 Assessed $14,000 Exempt $0 Exempt $0 Total Taxable county:$10, 500 city:$10,500 Total other:$10,500 Taxable school:$10,500 county:$11,550 city:$11,550 other:$11,550 school:$14,000 Note: Property ownership changes can cause the Assessed value of the property to reset to full Market value, which could result in higher property taxes. Sales History 2021 Certified Values updated: 12/6/2021 Aerial Viewer Pictometery Google Maps *2021 -'2020 02019 02018 O 2017 OSales R-IF L j re Sale Date Sale Price Book/Page Deed V/1 Qualification (codes 11 /5/2021 $100 2021014391 QC V U 10/27/2021 $25,000 2021014068 WD V Q 5/30/2014 $0 0748/0735 QC V U RCode 11 01 11 Building Characteristics Bldg Sketch Description* Year Bit Base SF Actual SF Bldg Value NONE Extra Features & Out Buildings (codes) Code Description Year Bit Value Units Dims Condition (% Good) NONE '► Land Breakdown Code Description Units Adjustments Eff Rate Land Value 161 CI8 CITY LT (MKT) 100.000 FF (0.321 AC) 1.0000/1.0000 1.0000/ / $140 /FF $14,000 I Search Result: 1 of 1 www.okeechobeepa.com/gis/ 1/2 Abraham Chabab, Inc. 1391 NW St. Lucie West Blvd #411 Q Port St. Lucie, FL 34986 BUDGET HOMES, LLC DRAINAGE REPORT EXISTING CONDITIONS: Current use of the property is a vacant land with three oak trees. The property drains to the swale that is running north to south along the NE 3'd Avenue. PROPOSED IMPROVEMENTS: Proposed improvements consist of one building, paved parking area and sidewalk. Total proposed impervious area is 5980 SF, (43%) of the total site. PROPOSED DRAINAGE SYSTEM: Proposed surface water management system consists of dry detention area with a control structure. The first inch of stormwater runoff will be treated on site. Stortnwater system is designed to retain the 25-year storm event of 24-hour duration. SITE DATA: Site Area : 0.32 Acres 14000 SF Site Location : NW corner of NE 51h Street and NE 3'`j Ave. Site Soils : It consists of light gray, dark and light brown sand. Flood Zone : Property lies in F.I.R.M. Zone X as shown on Panel 12093CO480C dated 07/ 16/ 15. Wet Season Water Table : Based on information we obtained from the surrounding areas & what has been accepted by SFWMD and Okeechobee County in the past, we estimate the wet sea,�gp, water Gable at 3.0 feet below ground. ��\PM...F.'..... �\��• �\GENSF Q ; No 47165 CC . T� .'v i � ' �i�OiA'''••. Ph:772-475-6630 �i� FSS•........•..•.•.• Email: agchababl@msn.com /% /NAI /&0���� �/a PROJECT NAME BUDGET HOMES, LLC DATE Nov. 30, 2021 *PROJECT AREA *Proposed Develo mp ent : Area (SF) Area(AC) Proposed Impervious: Proposed Roof Top 2940 0.0675 21.00 Proposed Paved Pkg 2320 0.0536 16.57 Proposed Pads/Walks 720 0.0165 5.14 TOTAL 5980 0.1373 42.71 Green/Open Space 8020 0.1841 57.29 TOTAL : 14000 0.3214 100.00 *DESIGN CRITERIA 1-Water Quality 1" x Entire Site or 2.5"x % Impervious use the greater one 1"x 14000x1/12 = 1167 CF 2.5"x 5980x1/12 = 1246 CF Volume Provided 3045 CF > Volume Required 1246 CF OK 2-Water Quantity 10 Year 1-Day Storm Frequency for Parking Lot 5.5"/Day 25 Year 1-Day Storm Frequency for Perimeter Berm 6.5"/ Day r M, *SOIL STORAGE Average Site Grade 27.0 Water Table is 5 Feet Below Grade Estimate Wet Season Water Table 3.0 Feet Below Grade S= Compacted Water Storage 4.95x(l% Imp.) S= 4.95 x (1-0.43 )= 2.82 Inches *STAGE STORAGE COMPUTATIONS 1-Dry Detention: -At Elev. 25.00 0 = 0 CF 0 AC -FT -At Elev. 26.0 609 CF 0.01 AC -FT -At Elev. 27.0 1522 CF 0.04 AC -FT -At Elev. 27.5 3045 CF 0.07 AC -FT lq *STAGE STORAGE TABLE Elevation Detention Exfiltration Parking Lot Green Area TOTAL 25.00 0 0 0 0 0 26.00 609 CF 0 0 0 609 CF (0.01 AC -FT) 27.00 1522 CF 0 0 0 1522 CF (0.04 AC -FT) 27.50 3044 CF 0 0 0 3044 CF (0.07.AC-FT) OUTPUT SUMMARY Storm Frequency Min. Set Max. Allowable Design Elev. Elev. Discharge Discharge Criteria. 10 Year 1-Day 26.41 27.5 0.27 0.30 Parking Lot 25-Year 1-Day 26.71 27.5 0.30 0.30 Perimeter Berm A ** Pre vs Post Runoff Q= (P-.2(S))2/(P+.8S) P is 6.50 inches for 25-year 1-Day Storm Frequency S= 6.50 Inches for Pre -development S= 4.95 x (1-.43)= 2.82 Inches for Post -development Qpre= (P-.2(S))2/(P+.8S) = (6.5-.2(6.5))2/(6.5+.8(6.5))= 2.31 inches Qpost= (P-.2(S))2/(P+.8S) = (6.5-.2(2.82))2/(6.5+.8(2.82))= 4.02 inches Qrunoff = Qpost-Qpre= 4.02-2.31=1.71 inches Volume required 1.71"x 14000 SFxl'/12"= 1995 CF (0.046 AC -FT) Volume Provided 3044 CF > Volume Required 1995 CF Cascade 2001 Version 1.0 File: Triplex-10 Date: November 30, 2021 Page 1 Project Name: Buget Homes LLC Reviewer: A. Chabab Project Number: 0121 Period Begin: Nov 30, 2001;0000 hr End: Dec 01, 2001;0000 hr Duration: 24 hr Time Step: 0.2 hr, Iterations: 20 Basin 1: Detention Area Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 24 hr Design Frequency: 10 year 1 Day Rainfall: 5.5 inches Area: 0.32 acres Ground Storage: 2.82 inches Time of Concentration: 0.2 hours Initial Stage: 24 ft NGVD Stage Storage (ft NGVD) --------- (acre-ft) --------- 25.00 0.00 26.00 0.01 27.00 0.04 27.50 0.07 Offsite Receiving Body: Offsitel Time Stage (hr) --------- (ft NGVD) 0.00 --------- 13.00 4000.00 25.00 Structure: 1 C From Basin: Detention Area To Basin: Offsitel Structure Type: Gravity Weir: None Bleeder: Circular, Invert Elev = 25 ft NGVD, Diameter = 0.25 ft Default Coefs: Weir Coef = 0.6, Orifice Coef = 0.6 Pipe: Diameter = 1 ft, Manning's n = 0.02, Length = 30 ft US Invert Elev = 24.5 ft NGVD, DS Invert Elev = 23.8 ft NGVD, no flap gate Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) 0.00 0.00 0.00 0.00 0.00 24.00 13.00 2.00 0.11 0.00 0.00 0.00 25.00 13.01 4.00 0.25 0.00 0.00 0.00 25.00 13.01 6.00 0.46 0.00 0.00 0.00 25.00 13.02 8.00 0.75 0.01 0.00 0.00 25.02 13.02 10.00 1.17 0.02 0.02 0.00 25.11 13.03 12.00 3.61 0.77 0.24 0.01 26.19 13.04 14.00 4.50 0.07 0.18 0.05 25.68 13.04 16.00 4.84 0.04 0.04 0.07 25.17 13.05 18.00 5.04 0.03 0.03 0.07 25.13 13.05 20.00 5.24 0.03 0.03 0.08 25.13 13.06 22.00 5.37 0.02 0.02 0.08 25.10 13.07 24.00 5.50 0.02 0.02 0.08 25.10 13.07 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES Struc Max (cfs) Time (hr) Min (cfs) Time (hr) _=====1 ========0.27=======12.40========0.00========0=00 n�` Cascade 2001 Version 1.0 File: Triplex-10 Date: November 30, 2021 Page 2 BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Min (ft) Time (hr) --------------------------------------------------------------- --------------------------------------------------------------- Detention Area 26.41 12.40 24.00 0.00 BASIN WATER BUDGETS (all units in acre-ft) --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Detention Area 0.08 0.00 0.08 0.00 0.00 0.00 10 Cascade 2001 Version 1.0 File: Triplex Date: November 30, 2021 Page 1 Project Name: Budget Homes LLC Reviewer: A. Chabab Project Number: 0121 Period Begin: Nov 30, 2001;0000 hr End: Dec 01, 2001;0000 hr Duration: 24 hr Time Step: 0.2 hr, Iterations: 20 Basin 1: Detention Area Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 24 hr Design Frequency: 25 year 1 Day Rainfall: 6.5 inches Area: 0.32 acres Ground Storage: 2.82 inches Time of Concentration: 0.2 hours Initial Stage: 24 ft NGVD Stage Storage (ft NGVD) --------- (acre-ft) 25.00 --------- 0.00 26.00 0.01 27.00 0.04 27.50 0.07 Offsite Receiving Body: Offsitel Time Stage (hr) --------- (ft NGVD) 0.00 --------- 13.00 4000.00 25.00 Structure: 1 From Basin: Detention Area To Basin: Offsitel Structure Type: Gravity Weir: None Bleeder: Circular, Invert Elev = 25 ft NGVD, Diameter = 0.25 ft Default Coefs: Weir Coef = 0.6, Orifice Coef = 0.6 Pipe: Diameter = 1 ft, Manning's n = 0.02, Length = 30 ft US Invert Elev = 24.5 ft NGVD, DS Invert Elev = 23.8 ft NGVD, no flap gate Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) 0.00 0.00 0.00 0.00 0.00 24.00 13.00 2.00 0.13 0.00 0.00 0.00 25.00 13.01 4.00 0.29 0.00 0.00 0.00 25.00 13.01 6.00 0.54 0.00 0.00 0.00 25.00 13.02 8.00 0.89 0.01 0.01 0.00 25.05 13.02 10.00 1.38 0.03 0.03 0.00 25.14 13.03 12.00 4.26 0.98 0.26 0.02 26.37 13.04 14.00 5.32 0.08 0.24 0.07 26.16 13.04 16.00 5.72 0.05 0.06 0.09 25.20 13.05 18.00 5.95 0.03 0.03 0.09 25.14 13.05 20.00 6.19 0.03 0.03 0.10 25.15 13.06 22.00 6.34 0.02 0.02 0.10 25.12 13.07 24.00 6.50 0.02 0.02 0.11 25.12 13.07 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES Struc Max (cfs) Time (hr) Min (cfs) Time (hr) 1 0.30 12.60 0.00 0.00 a Cascade 2001 Version 1.0 File: Triplex Date: November 30, 2021 Page 2 BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Min (ft) Time (hr) --------------------------------------------------------------- --------------------------------------------------------------- Detention Area 26.71 12.60 24.00 0.00 BASIN WATER BUDGETS (all units in acre-ft) Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Detention Area 0.11 0.00 0.11 0.00 0.00 0.00 q� Abraham Chabab, Inc. 1391 NW St. Lucie West Blvd #411 Q Port St. Lucie, FL 34986 Nov. 30, 2021 Patty Burnette, General Services Coordinator Town of Okeechobee 55 SE 3`d Avenue Okeechobee, FL 34974 RE : Budget Homes, LLC, Traffic Statement Dear Ms. Burnette: Proposed project is to build a 2940 SF building that has three dwelling units with 6 parking spaces. Estimated trips generated; 0.54x3= 1.62 trips per hour and 4.4x3= 13.2 trips per day, ITE Code 220, Trip Generation Manual 10"' Edition. Existing Traffic Conditions: Current level of service is acceptable for most streets within 2 mile radius; Okeechobee Rd, N. Parrott Ave. 441 and US Highway 98 N. Traffic Distribution From Proposed Development: Trips associated with the proposed development will take place during a.m. and p.m. hours. Vehicles entering and exiting the site will use NE 3"' Ave or NE 5"' Street to Okeechobee Rd or Parrott Avenue and connect them to their destination. Traffic Statement Summary: This facility will generate less than 1 % of current trip volume. Affected streets should experience little or no impact to traffic entering and exiting the facility and level of service will remain at its current level of service. This project has de minimis impacts on roadway links within 2-mile radius and is in compliance with concurrency plan of the Town of Okeechobee. F1 11 C 165 LIJ STATE OF ...4 0iC� . PLO R0P`�C9 s/O N P V \������\ /1111111� Ph:772-475-6630 Email: agchababl®msn.com Staff Report Site Plan Review: Prepared for: The City of Okeechobee Applicant: Budget Homes, LLC Address: NW Corner of NE 51 St and NE 31 Ave Parcel ID: 3-15-37-35-0010-00890-0110 Petition No.: 22-001-TRC Description: Triplex with sidewalk and parking Staff Report Site Plan Review General Information Budget Homes, LLC Owner/Applicant Mike Jimenez 7416-A SW 4811 Street Miami, FL 33155 Owner/Applicant Phone Number 305.778.4444 Applicant: Budget Homes, LLC Petition No. 22-001-TRC Owner/Applicant Email Address mike@excelconstructionllc.com Site Address NW Corner of NE 5th Street and NE 3rd Avenue Parcel Identification Number 3-15-37-35-0010-00890-0110 For the legal description of the project or other information regarding this application, please refer to the application submittal package which is available by request at City Hall and is posted on the City's website prior to the advertised public meeting at https://www.citVofokeechobee.com/agendas.html Future Land Use, Zoning and Existing Use Future Land Use Zoning District Use of Property Acreage Existing Multi -Family Residential Residential Multiple Family Vacant 0.32 acres Proposed Multi -Family Residential Residential Multiple Family Triplex with sidewalk and parking 0.32 acres Future Land Use, Zoning and Existing Uses on Surrounding Properties Future Land Use North Zoning District Existing Land Use Future Land Use East Zoning District Existing Land Use Future Land Use South Zoning District Existing Land Use Future Land Use West Zoning District Multi -Family Residential and Commercial Residential Multiple Family and Light Commercial Residences Single Family Residential Residential Single Family Residences Commercial Light Commercial Vacant Commercial Heavy Commercial Existing Land Use Residences L-K­, 1 planning Staff Report Applicant: Budget Homes, LLC Site Plan Review Petition No. 22-001-TRC General Description The subject site is located on the northwest corner of NE 51" Street and NE 31 Avenue. The Applicant's proposed site plan consists of a 2940 square foot building containing three dwelling units along with 6 parking spaces. Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. Adequacy of Public POTABLE WATER AND SANITARY SEWER: The estimated demand for potable water and waste water treatment for one multi -family dwelling unit is 285 gallons per day (114 gallons per person per day at an average household size of 2.5). Demand for potable water and waste water treatment for one triplex multi -family dwelling unit amounts to 845 gallons per day. This estimated increase in demand for the Okeechobee Utility Authority, which the Applicant has stated will be providing service to the site, is not significant. SOLID WASTE DISPOSAL: Service will be provided by Waste Management. Previous landfill capacity estimates indicate that there is adequate capacity to serve the proposed development. DRAINAGE: The proposed surface water system consists of dry retention areas with a control structure. The first inch of stormwater runoff will be treated on site. The system is designed to retain the 25 year storm event of 24-hour duration TRAFFIC GENERATION, ACCESS, EGRESS, AND INTERNAL CIRCULATION: Estimated trip generation rates provided by the Institute of Traffic Engineers indicates that, for one triplex (ITE code 220), 13 daily vehicle trips are expected to be generated. This is not a significant increase. Local roadways and SR-70 should not experience a significant change in traffic intensity from this development. One 30 foot wide driveway is proposed on NE 31 Ave to provide ingress and egress to the site. Internal circulation appears adequate. Cotnpatlibillity With Adjacent Uses There are existing residences to the north and east and commercial properties to the west and south. The proposed project meets all buffering requirements and does not pose any compatibility issues for the adjacent uses. The location of the site is appropriate for a multifamily project. Compliance with Land Development Codes Regulation Required Provided Min Lot Area §90-196(1)(c) 4,356 square feet for each dwelling unit 14,000 sq ft 2 planning Staff Report Site Plan Review Applicant: Budget Homes, LLC Petition No. 22-001-TRC Regulation Required Provided Min FY Setback (SE 8th Ave) 25' 49' §90-196(2)(b) Min SY Setback §90-196(2)(b) 20' 20' Min RY Setback 20, 20' §90-196(2)(b) Min Waterbody Frontage 20' N/A Easement 90-451 Max Lot Coverage 40% 21 % 90-196 3 a Max Impervious Surface 60% 42.7% 90-196 3 a Max Height 45' 20' 90-196 4 Min parking space dimensions 9' by 20' 9' x 20' 90-511 b Min Loading space At least 10' wide by 30' long w/14' N/A dimensions vertical clearance. 90-511 c Minimum Driveway Width 24owide drove for spaces between In compliance 90-511 d 2 75 and 900. Paved Parking Each parking and loading space In compliance §90-511(e)(1) shall be paved Each parking or loading space Paved Space shall open directly onto a driveway Access that is not a public street, and each In compliance §90-511(e)(2) parking space shall be designed to permit access without moving another vehicle. Buildings, parking and loading areas, landscaping and open Paved Area spaces shall be designed so that Safety pedestrians moving between In compliance §90-511(e)(3) parking areas and buildings are not unreasonably exposed to vehicular traffic hazards. L.Kuo 3 ptanning Staff Report Site Plan Review Applicant: Budget Homes, LLC Petition No. 22-001-TRC Regulation Required Provided Paved pedestrian walks shall be Paved Area provided along the lines of the Safety most intense use, particularly In compliance §90-511(e)(4) between building entrances to streets, parking areas, and adjacent buildings. Paved Area Loading facilities shall be identified Safety as to purpose and location when N/A §90-511(e)(5) not clearly evident No parking space accessed via a Paved Area driveway from a public road shall Safety be located closer than 20 feet from In compliance §90-511(e)(5) the right-of-way line of said public road. Min Number of Off-street 2 spaces per two -bedroom unit 6 provided Parking Spaces 2 x 3= 6 spaces required 90-512 1 Min number of No loading space required for Off-street facilities with less than 20 dwelling N/A Loading spaces units 90-513 1 Where the total number of parking Min number of spaces provided for each resident ADA residential dwelling unit exceeds parking spaces one parking space per residential Florida Accessibility dwelling unit, 2 percent, but no Code §208.2.3.2 fewer than one space 1 ADA space required One Where parking spaces are Min number of provided for persons other than guest/employee residents, parking shall be ADA parking provided in accordance with Table spaces 208.2. Florida Accessibility Code §208.2.3.3 1 ADA space required for facilities N/A with 1 — 25 spaces. Min ADA parking space 12' by 20' with a 5' wide access dimensions aisle In compliance Florida Accessibility Code §502 Landscaping 18 sf of landscaping required per for parking and required parking space. Vehicular use In compliance 18 x 6 = 108 sf of required areas §90-533(1) landscaped space L.,K, panning Staff Report Site Plan Review Applicant: Budget Homes, LLC Petition No. 22-001-TRC Regulation Required Provided Landscaping for parking and One tree per 72 sf of required Vehicular use landscape area p 10 provided areas 2 required trees 90-533 2 Landscaping for parking and Two feet of landscaping required Vehicular use between buildings and vehicular N/A areas use areas. 90-533 4 Landscaping Min. dimension of landscaped for parking and Vehicular use areas must not be less than 4' In compliance except adjacent to on -site areas buildings. §90-533(5) One landscaped island at least 5' Landscaping by 15'w/at least one tree must be for parking and provided for each 10 required N/A Vehicular use parking spaces w/ a maximum of areas §90-533(6) 12 uninterrupted parking spaces in a row. Landscaping The remainder of a parking for parking and Vehicular use landscape area shall be In compliance landscaped with grass, ground areas 90-533 7 cover, or other landscape material. Landscape buffer areas 10' minimum width of street In compliance 90-534 1 frontage buffers Landscape buffer areas 2' minimum width of property line In compliance p 90-534 1 buffers Landscape 1 tree and 3 shrubs for each 300 buffer areas square feet of required landscaped In compliance §90-534(2) buffer Landscape Trees may be planted in clusters, buffer areas but shall not exceed 50 feet on In compliance §90-534(3) centers abutting the street. Species When more than ten trees are diversification required to be planted, two or more N/A §90-538(c) species shall be used. Tree spacing Trees and shrubs shall not be from utility planted in a location where at their maturity they would interfere with In compliance structures §90-538(d) utility services (in accordance with §90-543). L-Kuc 5 pfanning Staff Report Site Plan Review Applicant: Budget Homes, LLC Petition No. 22-001-TRC Regulation Required Provided Shade Trees should maximize the shading of pedestrian walks and In compliance §90-538(e) parking spaces. Landscape area Landscaping shall be protected barriers from vehicular encroachment by In compliance p §90-538(g) means of curbs, wheel stops, walks or similar barriers. Drought Plants required to be installed shall tolerance be elected from the South Florida In compliance p §90-540(b) Water Management District's Xeriscape Plant Guide. At least 75 percent of the total number of plants required shall be state native very drought tolerant species as listed in the South Drought Florida Water Management District tolerance Xeriscape Plant Guide. However, In compliance p §90-540(b) when a landscape irrigation system is installed, at least 75 percent or the total number of plants required shall be state native moderate or very drought tolerant species. Trees shall be at least ten feet high Min tree size and two inches in diameter In compliance §90-540(c) measured four feet above ground level at the time of planting. Prohibited Species listed in §90-542 shall not In compliance species be planted. 90-542 Fences shall not exceed a height Fencing of five feet in front of the front N/A §90-639(a) building line, nor a height of eight feet elsewhere Sidewalks Sidewalks required adjacent to N/A §78-36(a)(1) right-of-way 6 panning Staff Report Site Plan Review Applicant: Budget Homes, LLC Petition No. 22-001-TRC Regulation Required Provided All off-street parking areas, service roads, walkways and other common use exterior areas open to the public shall have a minimum of one-half horizontal foot-candle Photometric Plan power of artificial lighting. Lighting, In compliance §78-71(a)(5) when provided, shall be directed away from public streets and residential areas and shall not be a hazard or distraction to motorists traveling a street. Based on the foregoing analysis, we recommend that approval of this site plan be conditional upon the following criteria being met prior to issuance of any building permits: The verification of curbside pickup for trash collection. 2. The City's engineering department should review the proposed stormwater facilities and the submitted drainage report to ensure on site stormwater will be captured and released according to all applicable standards. Submitted by: James G. LaRue, AICP President January 10, 2022 TRC Hearing date: January 20, 2022 7 planning Staff Report Applicant: Budget Homes, LLC Site Plan Review Petition No. 22-001-TRC FUTURE LAND USE Subject Site and Environs Subject Property NE I I H iI NE IIHb1 u e d l 0 3 3 2 f LLJn IU '',., I' I. P 1! 1! t_ 7 e ri Q r N 'TH ST O °C w aI F z i, 3: a-LLJW _ z F W W W W Z x w �t IL 2. * a s la f 2 Z t LI �t li z r �oA z> Z. 16 NE 5T H ST 777 c b 14 0 2 t i - _ i ': _ 'o •i i � 8 19 10 '1 t2 + � _ 'I _ 7 d � 1Y I NEATH ST F, 1 7 U 5 771 f + d 2 B w 2 u C Q � C LAND USE CLASSIFICATIONS bt fine SINGLE - FAMILY RESIDENTIAL L MIXED USE RESIDENTIAL MULTI - FAMILY RESIDENTIAL COMMERCIAL INDUSTRIAL PUBLIC FACILITIES EASEMENT —� RAILROAD CENTERLINE -••-• - HOPKINS MEANDER LINE UNINCORPORATED T L-K-- 8 ptanningg Staff Report Site Plan Review Applicant: Budget Homes, LLC Petition No. 22-001-TRC ZONING Subject Site and Environs SubjectProperty \ I Ntf1H51 plannin�-j I NE /IH St 8 F A 1 4 I R R 4 S T 1 L8 9 i 10 7-1- V 5THT N H 1 Z 1c —1 12 of 7 8 9 10 11 12 LU 7 4 v to 11 W 7 8 9 1D 11 12 w z z z z f , I 2 1 6 0 4 3 1 7 B 9 10 .11 ' 12 �I B B 1C 11 12 ZONING -- HOPKINS MEANDER UNE I - RAILROAD CENTERLINE CENTRAL BUSINESS DISTRICT HEAVY COMMERCIAL I 1.1314T COMMERCtAL COMMERCIAL PROFESSSONAL OFFICE !0/ HOLDINS ITDUSTRtAL _.� PUBLIC FACBJTIES _ PLANNED UNIT DEMOPMEMLiKED USE PL A MW UNIT DEVELOPMENT-RESMENTIAL - RESDENTIAL MULTIPLE FAMIY RESIDENTIAL MOBiE HOME RESDENTIAL SINGLE FAM&IONE RESDOMAL SINGLE gMIY•TNO UNINCORPORTATED Staff Report Applicant: Budget Homes, LLC Site Plan Review Petition No. 22-001-TRC EXISTING LAND USE Subject Site and Environs 7 ' ' � `ram '� � I� 1 .,. r 1 .3 �Y� 7'•.�. � I 1� % �. f11� 'I"I ��' Icy 1 . ,. � '�!� � !I ,6L'� •�.i Y � 7a—•nry a I [ I< 10 planning 4 7 Q -Q M 9 `� S`� uNTELso3EDULE ANUFACTURER: -CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPUF1' LOAD COMPOSITE BEAM L1 2'10" 6113# 4460d 8F16/1T-10 L2 3'•6" 6113# 3547# 8f16/1T-1a L3 4'-0" 6113d 3079# RF36/3T•18 l4 4'-6" 6313d 2724d RFi6/1T•18 L5 5'-0" 5365d 2290d 6F16/1T-SR L6 5'30" g360# 2093# 8F36/ST-18 L7 6'•6" 3480d 1RR0# 8f16/1T-18 L8 7'-6" 2661# 1634# 8F36/1T•16 L9 9'-0" 1643# 1133# 8FS6/1T•3B t10 Sd-6" 1533# 934# 8f36/1T-16 Lil 11'-0"• 1366d 798d RFL6/3T•18 L12 12'-0" 1254# 723d SFi6/1T•LB L13 13'-0" 1075d 606# 8f16/ST-18 L14 34'-0" 1002# 559d 8F36/ST-SB L15 L4'•R" 1370# 519# RF35/IT•36 L16 15'-0" 3250d g85d RFL6/1T-SB L17 17'-0" 950# 404d RFi6/3T•30 L38 19'-0" 750# 347d Bflb/1T-38 L19 21'-0" 598# 306# 8F36/1T-18 L20 22'-0" 550# 295# 8F36/1T-1B L21 24'-0" 450d 267d 8f16/1T-1B RECESSED LINTELS MANUFACTURER�CAST CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAfE UPLIFT LOAD. APPLIED UPLIFT LOAD COMPOSHE BEAM RL•3 4'-0" 5206# 2635# 8F34/1T-18 RL-2 4'-6" 5206# 2525# 8F14/1T-18 RL-3 Rl-0 5'-R" 5'-10" 4567# 4242d 1960# 1900d 8F14/ST-10 Sf14/1T-18 R45 RL•6 6'-8". 7'-6" 3320d 2459# 1653# 3462d 8f14/1T-38 RF34/1T-38 RL•7 9'•R" 1568# 1135# 8F34/3T•38 NOTES; ALL LOADS AREIN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL 512E. __-_______SEESTRUCIURAL NOTES FOR AODITONAL INFORMATION. i NOTES: DRYWALL SHALL CONFORM RR1TI SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB /SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUII,DING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENI'TME:TER WITH A FLAME SPREAD NOT EXCEIDING 25 W1T11 AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450, FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.2(1) CLIMATIC ANO GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN Spsed° 7opo0rephle SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERI.AYMENT FLOOD AIR FREEZING MEAN ANNUAL Frost Ilne LOAD (mph) etfocteM NA CATEGORY Weatherin ' tlepth° TBrmlie° TEMP' REQUIRED^ HAZARDSo INDEX TEMPI NA. Sac Fig. IL301.2(4) NA Negligible NA NA NA NA Henv 99 t- 4t1 Certification for Desian Load Compliance T. DESIGN CODE: Florida ru11-16'LASCo code 2020 Edltton w/20_ supplements using ASCE 7-16 2. Strucure Design Is: � Enclosed _ Partially Enclosed _Open Building 3. Risk Category: _I mil _•III _IV Exposure Category: �B _C _D Adjustment coefficient 1 r 0D 4. Design Wind Velocity irno mph _�iSD _LRFD End Zane Width �" ft. 5. Mean Roof Height: •eft. Roof Pitch: S :T2 Parapet�ft. r 6. Components &Cladding Design Pressure used: (PSF, based on Actual sq. ft. (� 30 'MRH (worst case) Zone 1:•SI Zone 2:-�'�Zone 3:-777�'�9Zone 4:-Za°_i Zone 5; 3�1''SGeraga: 7. Design Loads: Floor. i5 PSF Roof/Dead: /$- PSFRoof/Live Sa PSF Balcony: PSF Dock: _PSF Deck: ,_PSF Stairs: _PSF Fence: _PSF Rolling: ,,, PSF 8. Were Shear Weiis Considered for Structure? Yes _Not Applicable Expleln Why Not: 9. Is a Continuous Load Path provided? � Yes _Not applicable Expleln wily Not: 10. Minimum soli bearing pressure 2000 P.S.F. STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1006 P.S.I. MIN. FIRER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR REAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 250Q p,S.l. MIN. 3. REINFORCING STEEL SHALL EE GRADE 60 OR SETER WITH 3D' MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL' FOOTINGS 3' BEAMS 1•tl2' COLUMNS 1_7/2- 5. FILL (SOIL) SHALL RE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. e. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION. 7. DOOR AN WINDOW ABSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER fOR WIND FORCES PER THE FLORDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 4' MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDRIONAL INFORMATION. 9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602/ACI 530.0/ASCE6 10. FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 11. ALL LUMRER IN CONTACT WITH CONCRETE SHALL 8E PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA BUILDING CODE. -NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. 3Z` g.r �.. 3Z'- o �I g., 3Z�-8„ t to I I 1/ I r .r � I I �' �' ZD -�c (� -O Jc"�iN Zot_aN � -6�� 5 ga I Zor_ �'rr I ��-gU 0� � . /�-ltZs S SHZS I I/' S I StIZS' r I �� N E �e�zsl a0 t% � E��sS qT a _ `7TFi6�S'+7 �� �� Dp; i �ecss SKzS ` �ru�sls c\7 ® ° a _ _ __ I ° 1 I (e � ®ta l l l.a � _.___ __ � 1 1 I 1 1 l l 1 r s o I e ) e o � I a Q � . / Z��a ZG�o � �� e NC e e , HC 'DK 3 I 1� I' : , / U is - � � 6G��-C�or� ,� L � O , -F3EDzooe-'� = S a F����.cDot'1 O '� //''�� � � `, �3�D�oo`N( , L ° -6>%i72C)o1� , �' /j//'���� O i i � g` 1?tz_ooi � _ p pu L'LCP . ' � !' .-.._._. 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DATE REVISION KEY PLAN SHEET TITLE /SHEET NUMBER or PROJECT NUMBER CZ l 0 3a DATE � I wt.e,-s e2 '(et f ��e ARCHITECT :0 N L E:F'�' S t (�� a� r �n ` ` c l v¢u _. _.---- � Houma SEd'�i.R-r�oti _ _�, CYYP. i - - � �_ � r -1 � l � ,_ _ a _ r _. . __. � � i � � /4`�C-f OOP 4 `� F1C��rGt�p.S5 gc�irv�,e,�S — — — i I �5t11�eco �' o, r 0 Archit¢ctonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT JIMENEZ TRIPLEX OKEECHOBEECOUNTY, FLORIDA TENT CONSULTANTS REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS L�— KEY PLAN SHEET TITLE /SHEET NUMBER Of �tZON`� �����'icc�N �, ��, PROJECT NUMBER C 2! 0 i � DATE .�i rn�FZ T�IPtr� 2" MAl. 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