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DSAC Agenda 11/04/2020 Development Services Advisory Committee Meeting Wednesday, November 4, 2020 3:00 pm 2800 N. Horseshoe Dr. Naples, FL 34104 Growth Management Department Conference Rooms 609/610 If you have any questions or wish to meet with staff, please contact Trish Mill at 252-8214 For more information please contact Trish Mill at (239) 252-8214 or Patricia.Mill@colliercountyfl.gov Development Services Advisory Committee Wednesday, November 4, 2020 3:00 pm 2800 N. Horseshoe Dr., Naples, FL 34104 Growth Management Building, Conference Rooms 609/610 NOTICE: AS PART OF AN ONGOING INITIATIVE TO PROMOTE SOCIAL DISTANCING DURING THE COVID-19 PANDEMIC, THE PUBLIC WILL HAVE THE OPPORTUNITY TO PROVIDE PUBLIC COMMENTS REMOTELY, AS WELL AS IN PERSON, DURING THIS PROCEEDING. INDIVIDUALS WHO WOULD LIKE TO PARTICIPATE REMOTELY, SHOULD REGISTER ANY TIME AFTER THE AGENDA IS POSTED ON THE COUNTY WEBSITE WHICH IS 6 DAYS BEFORE THE MEETING THROUGH THE LINK PROVIDED, LISTING THE TOPIC THEY WISH TO ADDRESS. INDIVIDUALS WHO REGISTER WILL RECEIVE AN EMAIL IN ADVANCE OF THE PUBLIC HEARING DETAILING HOW THEY CAN PARTICIPATE REMOTELY IN THIS MEETING. FOR ADDITIONAL INFORMATION ABOUT THE MEETING, PLEASE CALL TRISH MILL AT (239) 252-8214 OR REGISTER AT: http://bit.ly/Nov4DSACSpeakerRegistration THIS LINK CAN ALSO BE USED FOR THOSE THAT WOULD LIKE TO VIEW THE MEETING BUT NOT SPEAK. CHOOSE THE FIRST OPTION “I DO NOT WISH TO SPEAK- VIEWING ONLY” AS YOUR AGENDA ITEM. Persons wishing to speak on any Agenda item will receive up to three (3) minutes unless the Chairman adjusts the time. Please wait to be recognized by the Chairman and speak into a microphone. State your name and affiliation before commenting. During the discussion, Committee Members may direct questions to the speaker. Please silence cell phones and digital devices. There may not be a break in this meeting. Please mute your audio if you have not been recognized by the Chairman to speak or to conduct any personal business. All parties participating in the public meeting are to observe Roberts Rules of Order and wait to be recognized by the Chairman. Please speak one at a time and into the microphone so the Hearing Reporter can record all statements being made. For more information please contact Trish Mill at (239) 252-8214 or Patricia.Mill@colliercountyfl.gov Agenda: 1. Call to order - Chairman 2. Approval of Agenda 3. Approval of Minutes: a. DSAC Meeting – October 7, 2020 4. DSAC Position Vacancy Review & Vote a. William J. Varian Category: General Contractor b. David Dunnavant Category: Developer c. Mark McLean Category: Architect d. Robert Mulhere Category: Land Planner e. Jeremy Sterk Category: Environmental Consultant 5. Public Speakers 6. Staff Announcements/Updates a. Code Enforcement Division update – [Mike Ossorio] b. Public Utilities Department update – [Eric Fey or designee] c. Growth Management Department Transportation Engineering Division & Planning Division updates – [Jay Ahmad or designee] d. Collier County Fire Review update – [Shar Beddow or Shawn Hanson] e. North Collier Fire Review update – [Capt. Sean Lintz or Daniel Zunzunegui] f. Operations & Regulatory Mgmt. Division update – [Ken Kovensky] g. Development Review Division update – [Matt McLean] h. Zoning Division update – [Anita Jenkins or designee] 7. New Business a. State Certified Voluntary Renewal b. Building Code adoption ordinance, effective 12/31/2020 – [Jonathan Walsh] c. Changes to the Building Code – [Jonathan Walsh] 8. Old Business 9. Committee Member Comments 10. Adjourn FUTURE MEETING DATES: December 2, 2020 – 3:00 pm January 6, 2021 – 3:00 pm February 3, 2020 – 3:00 pm October 7, 2020 1 MINUTES OF THE COLLIER COUNTY DEVELOPMENT SERVICES ADVISORY COMMITTEE MEETING Naples, Florida, October 7, 2020 LET IT BE REMEMBERED, the Collier County Development Services Advisory Committee in and for the County of Collier, having conducted business herein, met on this date at 3:00 P.M. in REGULAR SESSION at the Collier County Growth Management Department Building, Conference Room #609/610, 2800 N. Horseshoe Drive, Naples, Florida, with the following members present: Chairman: William J. Varian Vice Chairman: Blair Foley David Dunnavant James E. Boughton Clay Brooker (Excused) Chris Mitchell Robert Mulhere Mario Valle Norman Gentry Marco Espinar Laura Spurgeon DeJohn Jeremy Sterk Jeff Curl John English Mark McLean ALSO PRESENT: Jamie French, Deputy Department Head Loraine Lantz, Transportation Planning Eric Fey, Sr. Project Manager, Public Utilities Jeremy Frantz, LDC Manager Mike Ossorio, Director, Code Enforcement Division Matt McLean, Director, Development Review Rich Long, Director, Plans Review and Inspections Ken Kovensky, Director, Operations and Regulatory Management Richard Henderlong, Principal Planner October 7, 2020 2 Any persons in need of the verbatim record of the meeting may request a copy of the audio recording from the Collier County Growth Management Department. The meeting was held as a “hybrid” meeting, in person and by Zoom. I. Call to Order - Chairman Chairman Varian called the meeting to order at 3:00 p.m. II. Approval of Agenda Mr. Valle moved to approve the Agenda. Second by Mr. Foley. Carried unanimously 13 - 0. III. Approval of Minutes from September 20, 2020 Meeting a. DSAC Meeting – September 2, 2020 Mr. Dunnavant moved to approve the minutes of the September 2, 2020 meeting as presented. Second by Mr. Curl. Carried unanimously 13 - 0. b. DSAC LDR Subcommittee Meeting – September 15, 2020 (Subcommittee Member vote) Mr. Curl moved to approve the minutes of the September 15, 2020 meeting as presented. Second by Mr. Foley. Carried unanimously 4 - 0. Ms. Spurgeon-DeJohn arrived at 3:10 p.m. IV. Public Speakers None V. Staff Announcements/Updates A. Code Enforcement Division update – [Mike Ossorio] Mr. Ossorio provided the report “Code Enforcement Division Monthly Report August 22, – September 21, 2020 Highlights”” for information purposes. He noted: • “Lifestyle Signs” placed by communities are being addressed by the Division. • Lien search requests remain extremely active. • With the pandemic, the Division is continuing to operate normally with number of cases and hearings increasing over the previous years. • Temporary staff is being utilized on the weekends to help address sign violations, etc. B. Public Utilities Division update – [Tom Chmelik or designee] Mr. Fey submitted the monthly report on response time for “Letters of Availability, Utility Deviations and FDEP Permits” for information purposes. Staff continues to address response times and the Utility Conveyance policy is still under review with a meeting with the County Attorney’s Office expected in the near future and review by the subcommittee. Committee discussion occurred noting it may be beneficial to streamline responses to utility letter requests for minor projects to help facilitate the process – Mr. Fey noted staff does provide an email response on minor requests when the issue allows. C. Growth Management Department/Transportation Engineering and/or Planning – [Jay Ahmad or designee] Ms. Lantz provided an update to the 951, East Bridge Study from 2008 noting: October 7, 2020 3 • The 12 bridges originally identified for funding remain viable, especially with the additional 1 cent sales tax approved by the voters. • A recent review by various Agencies such as the Collier County Sheriff’s Office, the School District, Fire Departments, etc. has confirmed there is still a need for the bridges to be addressed. • The item is anticipated to be heard by the Board of County Commissioners at their December 8th meeting. Mr. Curl requested a copy of the study update be sent to him via email. D. County Fire Review update – [Shar Beddow and/or Shawn Hanson] Ms. Beddow reported turnaround times are as follows: Building Plan review, 400; Site Plan reviews 69 at 1 day; Inspections at 2 days. The Fire Marshall’s continue meeting remotely as well as conducing inspections with remote videos. E. North Naples Fire Review update – [Capt. Sean Lintz or Daniel Zunzunegui] Mr. Zunzunegui reported turnaround times are as follows: Building Plan review – 3 days; Site Plan reviews – 4 days; Inspections – 1 day. Inspections continue to be conducted via live video and staff are routinely tested for COVID-19 (with no positive results currently) to ensure safety for employees and the public. Fire Safety Week live events will be rescheduled, but a Public Service Announcement campaign has been initiated to promote the week as normally celebrated. F. Operations & Regulatory Mgmt. Division update [Ken Kovensky] Mr. Kovensky submitted the “Collier County September 2020 Monthly Statistics” which outlined the building plan and land development review activities. The following was noted during his report: • The demand for permits in FY20 was similar to that of 2019 (51,000 +/-) with 80 percent of applications via the electronic format. • The Division continues to address staffing issues to ensure an adequate level of customer service is provided. • The call center had its highest level of inquiries in September (7,000 +/-). • Contractor licenses are currently processing double renewals (State and Local) for licensees. He noted: • The renewals may be completed in person or online. • Staff changes were engaged to help with the service. • The processing time is 2 - 4 business days on average unless additional information is required from the applicant. During Committee discussion it was noted the expiration date for the licensees was August 31st, however the County continues to provide inspections to accommodate all applicable contractors. Those with a high number of inspections are a priority and there are no late fees associated with those who made application prior to October 1st. G. Development Review Division update [Matt McLean] Mr. McLean reported: • The recent heavy rains have raised the issue of sediment control on construction areas with some offsite discharges occurring. October 7, 2020 4 • Consideration is being given to adjusting the inspection process to ensure proper measures are in place in the initial phase of construction to control the runoff. • Right-of-Way permitting remains active with considerations being given to outsourcing some of the work. VI. New Business a. LDC Amendments i. PL20200001627 - Public Utility Ancillary Systems LDC Section to be Amended: 5.05.12 Specific Standards for Public Utility Ancillary Systems in Collier County Mr. Henderlong presented the proposed amendment noting it removes the minimum height and increases the maximum height to ten feet for a fence or wall, maintains the existing setback of five feet from adjacent property and right-of-way lines for a fence or wall enclosing new PUAS facilities, and exempts a fence or wall enclosing existing PUAS facilities from the five-foot minimum setback. The subcommittee recommended approval of the proposed amendment without any revisions. Mr. Foley moved to recommend the Board of County Commissioners adopt the proposed amendment as presented by staff. Second by Mr. Curl. Carried unanimously 14 – 0. ii. PL20200001703 - Community Housing Plan (CHP) Implementation-Regulatory Relief LDC Section to be Amended: 4.02.39 Design Deviation for Housing that is Affordable (New Section) Mr. Frantz presented the proposed amendment noting it provides relief from certain design standards for affordable housing pursuant to the Community Housing Plan recommendations. The subcommittee recommended some changes when they reviewed the proposal and they have been incorporated into the document presented today. Mr. Mulhere moved to recommend the Board of County Commissioners adopt the proposed amendment as presented by staff. Second by Mr. Curl. Carried unanimously 13 – 0. Ms. Spurgeon-DeJohn abstained due to a conflict of interest and filed the necessary forms with the County. iii. PL20200001721 - Communication Towers in Estates District LDC Section to be Amended: 2.03.01 Agricultural Districts 5.05.09 Communication Towers Mr. Henderlong presented the proposed amendment noting it implements the Golden Gate Area Master Plan (GGAMP) to allow cellular towers as a conditional use in the Estates (E) Zoning District on parcels that are a minimum of 2.25 acres and located adjacent to collector or arterial roads. It also corrects a few cross references. The towers are allowed the Estate (E) zoning district only on parcels designated as Urban or Rural sites or approved for a specified essential service listed in subsection 5.05.09 of the Code. He noted the Subcommittee recommended changes at their last meeting which were incorporated into the document. Subsequent to their meeting, a few additional changes are proposed as follows: Section 5.05.09 G.1/3 - Clarify, there is no difference between conditional use applications by a government for a governmental site and a stand-alone essential service facility owned by, or to be leased to a governmental entity. October 7, 2020 5 Section 5.05.09 G.7.c - Clarify the communication tower shall be separated from both “residentially zoned properties” and “Estates zoned properties”, i.e. an adjacent Estate zoned parcel or lot. Section 5.05.09 G.25.b - Clarify the telecommunication service cannot be located outside of the Estates Zoning Districts or co-located on an existing tower within an effective radius and provide the same service coverage. Mr. Curl moved to recommend the Board of County Commissioners adopt the proposed amendment as presented by staff. Second by Mr. Foley. Carried unanimously 14 – 0. iv. PL20200001602 - 2020 Scrivener’s Errors PL20200001602 - 2020 Scrivener’s Errors LDC Section to be Amended: 1.08.02 Definitions 2.03.01 Agricultural Districts 2.03.02 Residential Zoning Districts 2.03.03 Commercial Zoning Districts 2.03.05 Civic and Institutional Zoning Districts 2.03.07 Overlay Zoning Districts 2.03.08 Rural Fringe Zoning Districts 4.02.06 Standards for Development within the Airport Overlay (APO) 10.02.03 Requirements for Site Development, Site Improvement Plans and Amendments thereof 10.02.05 Construction, Approval, and Acceptance of Required Improvements 10.02.13 Planned Unit Development (PUD) Procedures Appendix A-Standard Performance Security Documents for Required Improvements Mr. Henderlong presented the proposed amendment noting it corrects scrivener’s errors and updates cross references related to various Land Development Code (LDC) sections. The subcommittee recommended approval of the proposed amendment without any revisions. Mr. Foley moved to recommend the Board of County Commissioners adopt the proposed amendment as presented by staff. Second by Mr. Curl. Carried unanimously 14 – 0. VII. Old Business None VIII. Committee Member Comments • Mr. Frantz queried if the Committee would like to regularly be updated on changes proposed by the Zoning Division in addition to the Land Development Code Amendments currently reviewed – The Committee requested an item be placed on the agenda for regular review. • The Committee recommended the utility letters process be reviewed by the Utility Subcommittee to determine any changes which may be beneficial to help streamline the activity. October 7, 2020 6 • Mr. Frantz reported standards are being developed for “Lifestyle Signs” and the item will be reviewed by the subcommittee in the future. IX. Adjourn Next Meeting Dates November 4, 2020 GMD Conference Room 610 – 3:00 pm December 2, 2020 GMD Conference Room 610 – 3:00 pm January 6, 2021 GMD Conference Room 610 – 3:00 pm There being no further business for the good of the County, the meeting was adjourned by the order of the Chair at 4:05 P.M. COLLIER COUNTY DEVELOPMENT SERVICES ADVISORY COMMITTEE ______________________________________ Chairman, William Varian These Minutes were approved by the Board/Chairman on ____________, as presented _____, or as amended _____. DeJohn, Laura S Development Services Advisory Committee 2350 Stanford Ct Naples Collier 10/7/20 X Collier County X Laura DeJohn October 7 20 x Item 6.a.ii - PL20200001703 - Community Housing Plan (CHP) Implementation - Regulatory Relief Amendments to the Land Development Code were considered during the 10/7/20 DSAC meeting. My consulting firm is contracted to prepare these Amendments to the Land Development Code. I participated in the preparation of the proposed text changes that were being voted upon. I abstained in order to not influence or make a recommendation on an item that is a work product for which my consulting firm receives compensation. October 15, 2020 September 22, 2020 – October 21, 2020 Code Cases by Category This report reflects monthly data from September 22, 2020 – October 21, 2020 Code Enforcement Division Monthly Report September 22, 2020 – October 21, 2020 Highlights • Cases opened: 889 • Cases closed due to voluntary compliance: 591 • Property inspections: 3325 • Lien searches requested: 1553 Trends 0 100 200 300 400 500 600 700 800 900 1000 Oct-19 Nov-19 Dec-19 Jan-20 Feb-20 Mar-20 Apr-20 May-20 Jun-20 Jul-20 Aug-20 Sep-20 671 893 502 630 580 821 945 854 806 995 853 889 Cases Opened Per Month 0 500 1000 1500 2000 2500 3000 3500 4000 Oct-19 Nov-19 Dec-19 Jan-20 Feb-20 Mar-20 Apr-20 May-20 Jun-20 Jul-20 Aug-20 Sep-20 3034 3240 2620 2374 2594 2870 3273 3839 3304 3553 3011 3325 Code Inspections Per Month September 22, 2020 – October 21, 2020 Code Cases by Category This report reflects monthly data from September 22, 2020 – October 21, 2020 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 2019 2020 3756 4927 4702 3840 Origin of Case 0 200 400 600 800 1000 1200 1400 1600 1800 Bayshore Immokalee 29 68 1239 1710 CRA Case Opened Monthly September 22, 2020 – October 21, 2020 Code Cases by Category This report reflects monthly data from September 22, 2020 – October 21, 2020 Case Type Common issues associated with Case Type Accessory Use – Fence permits, fence maintenance, canopies, shades, guesthouse renting etc. Animals – Prohibited animals, too many animals, etc. Commercial - Shopping carts Executive Order – Emergency/Executive Mask Order 2020-06 Land Use – Prohibited land use, roadside stands, outdoor storage, synthetic drugs, zoning issues, etc. Noise - Construction, early morning landscaping, bar or club, outdoor bands, etc. Nuisance Abatement – Litter, grass overgrowth, waste container pits, exotics, etc. Occupational Licensing – Home occupation violations, no business tax receipts, kenneling. etc. Parking Enforcement - Parking within public right-of-way, handicap parking, etc. Property Maintenance - Unsanitary conditions, no running water, green pools, structure in disrepair, etc. Protected Species - Gopher Tortoise, sea turtles lighting, bald eagles, etc. Right of Way - Construction in the public right-of-way, damaged culverts, obstruction to public right-of-way, etc. Signs - No sign permits, illegal banners, illegal signs on private property, etc. Site Development -Building permits, building alterations, land alterations, etc. Temporary Land Use - Special events, garage sales, promotional events, sidewalk sales, etc. Vegetation Requirements – Tree maintenance, sight distance triangle, tree pruning, land clearing, landfill, preserves, etc. Vehicles - License plates invalid, inoperable vehicles, grass parking, RV parking, other vehicle parking etc. Animals 0%Accessory Use 0%Executive Order 4%Land Use 7% Noise 1% Nuisance Abatement 36% Occupational Licensing 1% Parking Enforcement 7% Property Maintenance 11% Right of Way 5% Signs 4% Site Development 6% Vehicles 15% Vegetation Requirements 3% September 22, 2020 – October 21, 2020 Code Cases by Category This report reflects monthly data from September 22, 2020 – October 21, 2020 Case Type Common Issues Associated with Case Type Accessory Use – Fence permits, fence maintenance, canopies, shades, guesthouse renting etc. Animals – Prohibited animals, too many animals, etc. Commercial - Shopping carts Executive Order – Emergency/Executive Mask Order 2020-06 Land Use – Prohibited land use, roadside stands, outdoor storage, synthetic drugs, zoning issues, etc. Noise - Construction, early morning landscaping, bar or club, outdoor bands, etc. Nuisance Abatement – Litter, grass overgrowth, waste container pits, exotics, etc. Occupational Licensing – Home occupation violations, no business tax receipts, kenneling. etc. Parking Enforcement - Parking within public right-of-way, handicap parking, etc. Property Maintenance - Unsanitary conditions, no running water, green pools, structure in disrepair, etc. Protected Species - Gopher Tortoise, sea turtles lighting, bald eagles, etc. Right of Way - Construction in the public right-of-way, damaged culverts, obstruction to public right-of-way, etc. Signs - No sign permits, illegal banners, illegal signs on private property, etc. Site Development -Building permits, building alterations, land alterations, etc. Temporary Land Use - Special events, garage sales, promotional events, sidewalk sales, etc. Vegetation Requirements – Tree maintenance, sight distance triangle, tree pruning, land clearing, landfill, preserves, etc. Vehicles - License plates invalid, inoperable vehicles, grass parking, RV parking, other vehicle parking etc. Animals 1%Accessory Use 1%Executive Order 7% Land Use 8% Noise 1% Nuisance Abatement 37% Occupational Licensing 2% Parking Enforcement 6% Property Maintenance 9% Right of Way 5% Signs 2% Site Development 7% Vehicles 13% Vegetation Requirements 2% July 22, 2020 – August 21, 2020 Code Cases by Category This report reflects monthly data from September 22, 2020 – October 21, 2020 Case Type Common Issues Associated with Case Type Accessory Use – Fence permits, fence maintenance, canopies, shades, guesthouse renting etc. Animals – Prohibited animals, too many animals, etc. Commercial - Shopping carts Land Use – Prohibited land use, roadside stands, outdoor storage, synthetic drugs, zoning issues, etc. Noise - Construction, early morning landscaping, bar or club, outdoor bands, etc. Nuisance Abatement – Litter, grass overgrowth, waste container pits, exotics, etc. Occupational Licensing – Home occupation violations, no business tax receipts, kenneling. etc. Parking Enforcement - Parking within public right-of-way, handicap parking, etc. Property Maintenance - Unsanitary conditions, no running water, green pools, structure in disrepair, etc. Protected Species - Gopher Tortoise, sea turtles lighting, bald eagles, etc. Right of Way - Construction in the public right-of-way, damaged culverts, obstruction to public right-of-way, etc. Signs - No sign permits, illegal banners, illegal signs on private property, etc. Site Development -Building permits, building alterations, land alterations, etc. Temporary Land Use - Special events, garage sales, promotional events, sidewalk sales, etc. Vegetation Requirements – Tree maintenance, sight distance triangle, tree pruning, land clearing, landfill, preserves, etc. Vehicles - License plates invalid, inoperable vehicles, grass parking, RV parking, other vehicle parking etc. Animals 1%Accessory Use 2%Land Use 5%Noise 1% Nuisance Abatement 38% Occupational Licensing 2% Parking Enforcement 5% Property Maintenance 7% Right of Way 7% Signs 6% Site Development 8% Vehicles 16% Vegetation Requirements 2% Public Utilities DepartmentEngineering and Project Management Division1 1 1 1 1 14324221010241006770452937688715150246810121416020406080100120Apr-20 May-20 Jun-20 Jul-20 Aug-20 Sep-20RequestsBusiness DaysResponse Time - Letters of AvailabilityRequests CompletedMinimumAverageMaximumRequests Received Public Utilities DepartmentEngineering and Project Management Division102002222111162026182523051015202530011223344Apr-20 May-20 Jun-20 Jul-20 Aug-20 Sep-20RequestsBusiness DaysResponse Time - Utility DeviationsRequests CompletedSufficiency Review TimeSubstantive Review TimeRequests Received Public Utilities DepartmentEngineering and Project Management Division52903719921294621138031155361702468101214161805101520253035404550Apr-20 May-20 Jun-20 Jul-20 Aug-20 Sep-20RequestsBusiness DaysResponse Time - FDEP PermitsRequests CompletedInitial Review TimeRevision Review TimeDirector Approval TimeRequests Received Page 1 of 8 ORDINANCE NO. 2020-____ AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, FORMALLY ADOPTING THE FLORIDA BUILDING CODE, SEVENTH EDITION (2020), AND PURSUANT TO THE AUTHORITY GRANTED BY SECTION 553.80(3), FLORIDA STATUTES, ADDING CERTAIN EXEMPTIONS TO SECTION 105.2 OF THE FLORIDA BUILDING CODE, SEVENTH EDITION (2020) RELATING TO ADDITION, ALTERATION, OR REPAIRS PERFORMED BY A PROPERTY OWNER ON HIS OR HER OWN PROPERTY; INCORPORATING CURRENT LOCAL WIND ZONE MAPS; PROVIDING FOR REPEAL OF ORDINANCE NO. 2017- 52 IN ITS ENTIRETY; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE COLLIER COUNTY CODE OF LAWS AND ORDINANCES; PROVIDING FOR PENALTIES FOR VIOLATION; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Article VIII of the State Constitution and Chapter 125 of the Florida Statutes provides that counties, as political subdivisions of the State, have the governmental and proprietary powers to enable them to conduct government, perform services, and may exercise any such powers for public purposes, except when expressly prohibited by law; and WHEREAS, pursuant thereto, on March 27, 2012, the Board of County Commissioners adopted Ordinance No. 2012-14, which adopted by reference the Florida Building Code, 2010 edition, to be enforced by Collier County in the unincorporated portions of the County as well as local amendments to the administrative procedures of the Florida Building Code as authorized by Section 553.73(4)(a), Florida Statutes; and WHEREAS, pursuant thereto, on June 23, 2015, the Board of County Commissioners adopted Ordinance No. 2015-36, which adopted by reference the Florida Building Code, 5th edition (2014), to be enforced by Collier County in the unincorporated portions of the County as well as local amendments to the administrative procedures of the Florida Building Code as authorized by Section 553.73(4)(a), Florida Statutes; and Page 2 of 8 WHEREAS, pursuant thereto, on December 12, 2017, the Board of County Commissioners adopted Ordinance No. 2017-52, which adopted by reference the Florida Building Code, 6th edition (2017), to be enforced by Collier County in the unincorporated portions of the County as well as local amendments to the administrative procedures of the Florida Building Code as authorized by Section 553.73(4)(a), Florida Statutes; and WHEREAS, Section 553.73(6), Florida Statutes, provides that any amendment to the Florida Building Code adopted by a local government pursuant to this paragraph shall be effective only until adoption by the Florida Building Commission of a new edition of the Florida Building Code every third year; and WHEREAS, since adoption of Ordinance No. 2017-52, the Florida Building Commission has adopted Florida Building Code, Seventh Edition (2020); and WHEREAS; on April 23, 2009, the Collier County Review and Permitting Department petitioned the State of Florida Building Commission inquiring whether replacement of a gas or electric water heater requires a building permit under the requirements of the Florida Building Code; and WHEREAS, the State of Florida Building Commission issued a Declaratory Statement dated September 9, 2009, stating in part, “Therefore, based on the foregoing, and in the absence of an exemption applicable with the jurisdiction pursuant to Section 553.80(3), Florida Statutes (2007), the Code requires a permit for the replacement of a gas or electric water heater”; and WHEREAS, the Board of County Commissioners desires to repeal Ordinance No. 2012- 14 in its entirety and formally adopt, by reference, the Florida Building Code, Fifth Edition (2014); and Page 3 of 8 WHEREAS, pursuant to Section 553.80(3), Florida Statutes, the Board of County Commissioners desires to add certain exemptions to Section 105.2 of the 7th edition (2020) Florida Building Code (Work Exempt from Permit) relating to addition, alteration, or repairs. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: SECTION ONE: ADOPTION OF AND ADDITIONS TO THE FLORIDA BUILDING CODE. (a) Adoption. There is hereby adopted by reference, the Florida Building Code, Seventh Edition (2020), and any amendments thereto, to be enforced by Collier County in the unincorporated portions of the County. (b) Additions. The following additions, adjustments are added to the 7th Edition (2020) Florida Building Code: 105.2 Work exempt from permit. Exemptions from permit requirements of this code shall not be deemed to grant authorization for any work to be done in any manner in violation of the provisions of this code. Permits shall not be required for the following: For purposes of this section the following terms apply: Repair – to restore by replacing a part or putting together what is torn or broken; to restore or renew any part for the purpose of its maintenance or to correct damage. Replacement – to put something new in the place of, to remove the entire component (not a part of) and install a new component in former place or position. Like for Like (Like Kind) – similar use, type, operation and service connection Mechanical: 9. Dustless ventilation isolated systems, that does not affect any fire penetrations or rated assemblies Plumbing: 3. Plumbing fixture repair or replacement, that does not affect any fire penetrations or rated assemblies. Electrical: 1. Ceiling fixture replacement using existing outlet box and wiring, that does not affect any fire penetrations or rated assemblies. Building: 1. Flooring installation. 2. Painting/wallpaper. Page 4 of 8 3. Finish trim work. 4. Interior door replacement not effecting existing framed opening. 5. Drywall repair/replacement that are not fire-related and are small areas that do not exceed two sheets of drywall (64 sf). 6. Gutters and leaders. 105.2.4. Exemptions for Detached single family residences. The following permit exemptions have been established for Collier County based on Section 102.2.5 of the Florida Building Code and Section 553.80(3), Florida Statutes. The following permit exemptions are for owners of single family or their hired licensed non- owner (contractor) of detached residences performing work on detached single-family properties. All work performed shall comply with the standards of the Florida Building Code Residential. Electrical 1. Repair work performed by licensed electrical contractors that does not exceed $1,500.00 in value of materials and labor. 2. Repair or replace existing light fixtures and ceiling fans. 3. Repair or replace electrical wall switches and wall outlet devices of 20 amps or less and 120 volts. 4. Repair/replace low voltage (under 77 volts) devices. Plumbing 1. Repair work performed by licensed plumbing contractors that does not exceed $1,500.00 in value of materials and labor. 2. Repair water solar panels by licensed plumbing contractors. 3. Change out of an above ground LP tank 100 lbs. or less. 4. Repair irrigation system. 5. Repair domestic water service/lines. 6. Unclog sewer stoppage. 7. Repair sewer line excluding repair or replacement of interceptors, separators by licensed plumbing contractors. 8. Repair/replace faucets. 9. Repair/replace water closet/bidet fixtures only. 10. Repair/replace sink/lavatory fixtures only. 11. Repair/replace residential pool equipment other than pool heater. 12. Repair/replace shut off valve on a domestic water line. 13. Repair/replace house pumps not exceeding 2 hp 14. Repair/replace residential garbage disposal. 15. Repair/replace residential dishwasher. 16. Repair/replace like-for-like kind electric water heater up to 52-gallon capacity to include electrical connection. 17. Repair/replacement of water purification/water softener equipment. Mechanical 1. Repair work performed by licensed mechanical contractors that does not exceed $1,500.00 in cost for parts and labor. 2. Repair of air conditioning duct. Page 5 of 8 3. Repair/replace coil, compressor or refrigerant piping. 4. Repair/replace non-combustion heating. 5. Repair/replace ventilation fans. 6. Replacement of window air conditioning unit utilizing existing electrical. 7. Installation of ductless ventilation and range hoods Building 1. Repair work performed by licensed contractors per Florida Statute 489 that is not structural in nature and does not change the occupancy, does not affect life safety and the value of which does not exceed $1,500.00 in labor and materials. 2. The repair of any roof covering not exceeding $1,500.00 in value of materials and labor or work not exceeding two roofing squares (200 sq. ft.) in extent. 3. Installation or repair of satellite dishes installed in accordance with manufacturers specifications and in compliance with local zoning requirements. 4. Installation or repair of canvas or cloth covered awnings. 5. Installation or repair of rain gutters. 6. Enclosure of existing covered patios/balconies/porches with screening. 7. Cement plaster (stucco) applied directly onto structures constructed of concrete masonry units. Application of cement plaster must meet or exceed the manufactures recommendations. All other applications will require a permit including but not limited to wood, Exterior Insulation Foam System (EIFS), brick, siding, or other application over metal lath or wire lath fabric. 8. Door or window repair including swinging, sliding, pivoting, and rolling excluding the frame, which does not otherwise create a new opening, enlarge or reduce an existing opening, or require the removal of any exterior or interior finish material serving a building constructed on a residential zoned lot. This exemption shall not allow nor relieve the building owner, unit owner, installer or contractor from complying with wind load and opening protection requirements of the Florida Building Code. 9. Movable cases, counters, and partitions not over 10 feet in height. 10. Cabinetry, counter tops, painting, papering, tiling, carpeting, and other similar finish work. This exemption is not allowed nor applicable when the work or alteration affects the structural integrity of a load bearing wall, or the fire-resistant material of a fire rated horizontal or vertical separation. Projects located within a designated flood zone are required to comply with the substantial improvement requirements and submit a cost breakdown for any work which may be exempted from permits. 11. Swings and similar playground equipment accessory. This exemption shall not allow nor permit the encroachment of setbacks or the erection of any unsafe, structurally unsound, or dilapidated structure. In the event the structure violates setbacks or is considered unsafe, structurally unsound, or dilapidated the building official may require a permit. Note: All work shall comply with all applicable laws, ordinances, building codes and zoning regulations. To assure your safety and to assure proper construction and/or installation, those homeowners who are not familiar with the provisions and requirements of the Florida Building Code are encouraged to review code requirements prior to doing any work or repairs or they can contact the County building department if they have any questions. Homeowners lacking the technical background and familiarity with the code requirements are encouraged to have the work done by a licensed professional/contractor or as an alternative apply for a permit where Page 6 of 8 they will receive a technical review of the proposed work and where they will receive all required onsite technical inspections performed by a state licensed building inspector. 107.3.1 Approval of construction documents. When the building official issues a permit, the construction documents shall be approved, in writing or by stamp, as “Reviewed for Code Compliance.” One set of construction documents so reviewed shall be retained by the building official. The other set shall be returned to the applicant, shall be kept at the site of work and shall be open to inspection by the building official or a duly authorized representative. Digital copies available at the site of work and open to inspection by the building official or a duly authorized representative will also be accepted. SECTION TWO: INCORPORATION OF UPDATED WIND ZONE MAPS. The Wind Zone Maps appended hereto, consisting of Category 1, Category 2, Category 3 and Category 4, are hereby adopted. SECTION THREE: REPEAL Ordinance No. 2017-52 is hereby repealed in its entirety. SECTION FOUR. CONFLICT AND SEVERABILITY. In the event this Ordinance conflicts with any other ordinance of Collier County or other applicable law, the more restrictive shall apply. If any phrase or portion of the Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion. SECTION FIVE: INCLUSION IN THE CODE OF LAWS AND ORDINANCES. The provisions of this Ordinance shall become and be made a part of the Code of Laws and Ordinances of Collier County, Florida. The sections of the Ordinances may be renumbered or relettered to accomplish such, and the word "ordinance" may be changed to "section," "article," or any other appropriate word. Page 7 of 8 SECTION SIX: PENALTIES FOR VIOLATION. If any person, firm, corporation, or other legal entity whether public or private, shall fail or refuse to obey or comply with, or violates, any of the provisions of the Ordinance, such person, firm, corporation, or other legal entity whether public or private, upon conviction of such offence, shall be punished by a fine not to exceed Five Hundred Dollars ($500.00) or by imprisonment not to exceed sixty (60) days in the County jail, or both, in the discretion of the court. Each day of continued violation or noncompliance shall be considered as a separate offense. In addition, any person, firm, corporation, or other legal entity whether public or private, convicted under the provisions of this section shall pay all costs and expenses involved in the case. In addition, the provisions of this Ordinance may be enforced by any means appropriate under Section 125.69, Florida Statutes, or Chapter 162, Florida Statutes, or as set forth in the Code of Laws and Ordinances of Collier County, Florida, and the Collier County Land Development Code. SECTION SEVEN: EFFECTIVE DATE. This Ordinance shall be effective December 31, 2020. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida, this ____day of _____________, 2020. ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E. BROCK, CLERK COLLIER COUNTY, FLORIDA By: By: , Deputy Clerk PENNY TAYLOR, CHAIRMAN Approved as to form and legality: Page 8 of 8 ___________________________ Jeffery A. Klatzkow, County Attorney Threshold Inspections FBC-B 110.8 Section has been revised to clarify that the threshold building inspections required by Section 110.8 also apply to repair or restoration projects in which the structural system or structural loading of a building is being modified, as well as new construction. Exterior wall covering in-progress inspections FBC-B 110.3 New language added specifically requiring in-progress inspections of exterior wall coverings and soffits. (possibly going to be 154 – in-progress soffit & 155 – in-progress exterior wall covering) Soffits FBC-R R704 New section providing design and construction requirements for common soffit materials. Two new figures have been added depicting proper attachment of vinyl soffit panels to resist wind loads. The span of vinyl soffit panels is now limited to 12 inches. Material requirements are specified for vinyl, fiber-cement, and hardboard soffit panels. A new prescriptive option for wood structural panel soffits is provided for design wind pressures up to 90 psf. Roof Mitigation FBC-EB 706.8 Removed portion that stated “site built single family” – now affects all structures with wood roof deck The 7th Edition (2020) FBCEB has expanded the required mitigation techniques to apply to all buildings with wood roof decks not just site-built single-family buildings. Buildings such as apartments, office buildings, and modular buildings with wood roof decks will now be required to comply with mitigation provisions of 706.6 and 706.7 of the FBCEB. FBC-R R908.7.1 & R908.7.2 Wind Mitigation & R908.8 Roof-to-wall connections Section revised to apply to all buildings with a sawn lumber, wood plank, or wood structural panel roof deck not just site- built single-family dwellings. Ultimate Design Wind Speed, Vult, for Risk Category IV Buildings and Other Structures FBC-B Figure 1609.3(3) A new wind speed map specific to Risk Category IV buildings and structures has been added. Figure 1609.3(2) now only applies to Risk Category III buildings and structures. The new wind speed map is consistent with ASCE 7-16 and is based on a mean recurrence interval of 3000 years Maximum Floor Area Allowances Per Occupant Table 1004.5 / Section 1004.8 The occupant load factor for business areas has been changed from 100 gross to 150 gross. New table entry added for concentrated business uses to be determined in accordance with new Section 1004.8. Pool equipment below flood level FBC-B 1612.4.2 A new exception has been added that modifies Section 9.6 of ASCE 24 regarding pools. The exception permits equipment for pools, spas and water features to be located below the elevation required in Table 7-1 of ASCE 24 provided the equipment is elevated to the extent practical, is anchored to prevent flotation and resist flood forces, and is supplied by branch circuits that have ground-fault circuit-interrupter protection. FBC-R R322.1.6 New language added permitting equipment for pools, spas and water features to be located below the required base flood elevation provided the equipment is elevated to the extent practical, is anchored to resist flotation and flood forces, and supported by branch circuits having ground-fault circuit-interrupter protection. Solar panels FBC-B 1510.7.1 FBC-R R905.17.1 The specified wind design criteria for rooftop-mounted photovoltaic systems has been deleted and replaced with a reference to designing for wind loads in accordance with ASCE 7. ASCE 7-16 includes new wind design criteria for roof- top mounted photovoltaic systems. FBC-R R324 Section R324 addressing solar energy systems has been revised to eliminate redundant requirements and to reorganize the provisions for consistency with NFPA 70 and the FFPC. Added information about pathways and emergency escape and rescue openings. Added information for pathways and emergency escape and rescue openings. Underlayment FBC-B 1507 FBC-R R905 FBC-EB 706.7.2 Underlayment types and installation for all roof coverings have been revised to be consistent the recommendations from IBHS to create a “sealed roof deck.” The key changes are as follows: • Where felt underlayment is used, it must be 30# or equivalent (ASTM D 226 Type II, ASTM D4869 Types III or IV). • Installation techniques such as number of plies, lapping, and fastener spacing has been strengthened. • Where self-adhering strips/tapes are applied over roof deck joints, a 30# equivalent underlayment with enhanced fastening is required over the strips/tapes. Underlayment for concrete and clay tile roofs is required to be in accordance FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual. A new exception permits an existing self-adhered membrane to remain on the roof provided that, if required, re-nailing of the roof deck in accordance with Section 706.7.1 of the FBCEB can be confirmed or verified. An approved underlayment for the applicable roof coverings is required to be applied over the existing self-adhered membrane. FBC-B 110.3 Required Inspections 4.Exterior wall coverings. Shall at a minimum include the following building components in progress inspections: •Exterior wall coverings and veneers •Soffit coverings FBC-B 110.8 Threshold building. 110.8.1 During new construction or during repair or restoration projects in which the structural system or structural loading of a building is being modified, the enforcing agency shall require a special inspector to perform structural inspections on a threshold building pursuant to a structural inspection plan prepared by the engineer or architect of record. The structural inspection plan must be submitted to the enforcing agency prior to the issuance of a building permit for the construction of a threshold building. The purpose of the structural inspection plans is to provide specific inspection procedures and schedules so that the building can be adequately inspected for compliance with the permitted documents. The special inspector may not serve as a surrogate in carrying out the responsibilities of the building official, the architect, or the engineer of record. The contractor’s contractual or statutory obligations are not relieved by any action of the special inspector. FBC-B 1004.5 Areas without fixed seating 1004.5Areas without fixed seating. The number of occupants shall be computed at the rate of one occupant per unit of area as prescribed in Table 1004.5. For areas without fixed seating, the occupant load shall be not less than that number determined by dividing the floor area under consideration by the occupant load factor assigned to the function of the space as set forth in Table 1004.5. Where an intended function is not listed in Table 1004.5, the building official shall establish a function based on a listed function that most nearly resembles the intended function. Exception: Where approved by the building official, the actual number of occupants for whom each occupied space, floor or building is designed, although less than those determined by calculation, shall be permitted to be used in the determination of the design occupant load. FBC-B Table 1004.5 TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE OCCUPANT LOAD FACTORa Accessory storage areas, mechanical equipment room 300 gross Agricultural building 300 gross Aircraft hangars 500 gross Airport terminal Baggage claim 20 gross Baggage handling 300 gross Concourse 100 gross Waiting areas 15 gross Assembly Gaming floors (keno, slots, etc.) 11 gross Exhibit gallery and museum 30 net Assembly with fixed seats See Section 1004.6 Assembly without fixed seats Concentrated(chairs only—not fixed) 7 net5 net Standing space Unconcentrated (tables and chairs) 15 net Bowling centers, allow 5 persons foreach lane including 15 feet of runway, and for additional areas 7 net Business areas Concentrated business use areas 150 grossSee Section 1004.8 Courtrooms—other than fixed seating areas 40 net Day care 35 net Dormitories 50 gross Educational Classroom area 20 net Shops and other vocational room areas 50 net Exercise rooms 50 gross Group H-5 Fabrication and manufacturing areas 200 gross Industrial areas 100 gross Institutional areas Inpatient treatment areas 240 gross Outpatient areas 100 gross Sleeping areas 120 gross Kitchens, commercial 200 gross Library Reading rooms 50 net Stack area 100 gross Locker rooms 50 gross Mall buildings—covered and open See Section 402.8.2 Mercantile 60 gross Storage, stock, shipping areas 300 gross Parking garages 200 gross Residential 200 gross Skating rinks, swimming pools Rink and pool 50 gross Decks 15 gross Stages and platforms 15 net Warehouses 500 gross For SI: 1 square foot = 0.0929 m2, 1 foot = 304.8 mm. 1. a.Floor area in square feet per occupant. FBC-B 1004.8 Concentrated business use areas. 1004.8Concentrated business use areas. The occupant load factor for concentrated business use shall be applied to telephone call centers, trading floors, electronic data processing centers and similar business use areas with a higher density of occupants than would normally be expected in a typical business occupancy environment. Where approved by the building official, the occupant load for concentrated business use areas shall be the actual occupant load, but not less than one occupant per 50 square feet (4.65 m2) of gross occupiable floor space. FBC-B 1510.7.1 Wind resistance. 1510.7.1 Wind resistance Rooftop-mounted photovoltaic systems shall be designed for wind loads in accordance with ASCE 7. FBC-B Figure 1609.3(3) FBC-R R324 Solar Energy Systems R324.6 Roof access and pathways. Roof access, pathways and setback requirements shall be provided in accordance with Sections R324.6.1 through R324.6.2.1. Access and minimum spacing shall be required to provide emergency access to the roof, to provide pathways to specific areas of the roof, to provide for smoke ventilation opportunity areas and to provide emergency egress from the roof. Exceptions: 1.Detached, nonhabitable structures, including but not limited to detached garages, parking shade structures, carports, solar trellises and similar structures, shall not be required to provide roof access. 2.Roof access, pathways and setbacks need not be provided where the code official has determined that rooftop operations will not be employed. 3.These requirements shall not apply to roofs with slopes of two units vertical in 12 units horizontal (17-percent slope) or less. R324.6.1Pathways. Not fewer than two pathways, on separate roof planes from lowest roof edge to ridge and not less than 36 inches (914 mm) wide, shall be provided on all buildings. Not fewer than one pathway shall be provided on the street or driveway side of the roof. For each roof plane with a photovoltaic array, a pathway not less than 36 inches wide (914 mm) shall be provided from the lowest roof edge to ridge on the same roof plane as the photovoltaic array, on an adjacent roof plane, or straddling the same and adjacent roof planes. Pathways shall be over areas capable of supporting fire fighters accessing the roof. Pathways shall be located in areas with minimal obstructions such as vent pipes, conduit or mechanical equipment. R324.6.2Setback at ridge. For photovoltaic arrays occupying not more than 33 percent of the plan view total roof area, not less than an 18-inch (457 mm) clear setback is required on both sides of a horizontal ridge. For photovoltaic arrays occupying more than 33 percent of the plan view total roof area, not less than a 36-inch (914 mm) clear setback is required on both sides of a horizontal ridge. R324.6.2.1Alternative setback at ridge. Where an automatic sprinkler system is installed within the dwelling in accordance with NFPA 13D or Section P2904, setbacks at ridges shall comply with one of the following: 1.For photovoltaic arrays occupying not more than 66 percent of the plan view total roof area, not less than an 18-inch (457 mm) clear setback is required on both sides of a horizontal ridge. 2.For photovoltaic arrays occupying more than 66 percent of the plan view total roof area, not less than a 36-inch (914 mm) clear setback is required on both sides of a horizontal ridge. R324.6.2.2Emergency escape and rescue opening. Panels and modules installed on dwellings shall not be placed on the portion of a roof that is below an emergency escape and rescue opening. A pathway not less than 36 inches (914 mm) wide shall be provided to the emergency escape and rescue opening. FBC-R R704 Soffits R704.1Wind resistance of soffits. Soffits and their attachments shall be capable of resisting wind loads specified in Tables R301.2(2) and R301.2(3) for walls using an effective wind area of 10 square feet. R704.2Soffit installation. Soffit installation shall comply with Sections R704.2.1, R704.2.2, R704.2.3 and R704.2.4. R704.2.1Vinyl soffit panels. Vinyl soffit panels shall be installed using fasteners specified by the manufacturer and shall be fastened at both ends to a supporting component such as a nailing strip, fascia or subfascia component in accordance with Figure R704.2.1. Where the unsupported span of soffit panels is greater than 12 inches, intermediate nailing strips shall be provided in accordance with Figure R704.2.2unless a larger span is permitted in accordance with the manufacturer’s product approval specification. Vinyl soffit panels shall be installed in accordance with the manufacturer’s product approval specification and limitations of use. Fascia covers shall be installed in accordance with the manufacturer’s product approval specification and limitations of use. FIGURE R704.2.1 TYPICAL SINGLE-SPAN VINYL SOFFIT PANEL SUPPORT R704.2.2Fiber-cement soffit panels. Fiber-cement soffit panels shall be a minimum of 1/4 inch thick and shall comply with the requirements of ASTM C1186, Type A, minimum Grade II or ISO 8336, Category A, minimum Class 2. Panel joints shall occur over framing or over wood structural panel sheathing. Soffit panels shall be installed with spans and fasteners in accordance with the manufacturer’s product approval specification and limitations of use. FIGURE R704.2.2 TYPICAL MULTI-SPAN VINYL SOFFIT PANEL SUPPORT R704.2.3Hardboard soffit panels. Where the design wind pressure is 30 psf or less, soffit panels shall be a minimum of 7/16 inch in thickness and shall be fastened to framing or nailing strips with 2 1/2″ × 0.113″ siding nails spaced not more than 6 inches on center at panel edges and 12 inches on center at intermediate supports. Where the design wind pressure is greater than 30 psf, hardboard soffit panels shall be installed in accordance with the manufacturer’s product approval specification and limitations of use. R704.2.4Wood structural panel soffit prescriptive alternative. Wood structural panel soffit panels are permitted to be installed in accordance with Table R704.2.4. TABLE R704.2.4 INSTALLATION REQUIREMENTS FOR WOOD STRUCTURAL PANEL, CLOSED SOFFITb, c, d, e, f MAXIMUM DESIGN PRESSURE (- or + psf) MINIMUM PANEL SPAN RATING MINIMUM PANEL PERFORMANCE CATEGORY NAIL TYPE AND SIZE (inches) FASTENERa SPACING ALONG EDGES AND INTERMEDIATE SUPPORTS (inches) GALVANIZED STEEL STAINLESS STEEL 30 24/0 3/8 6d box (2 × 0.099 × 0.266 head diameter) 6f 4 40 24/0 3/8 6d box (20.099 × 0.266 head diameter) 6 4 50 24/0 3/8 6d box (2 × 0.099 × 0.266 head diameter) 4 4 8d common (21/2 × 0.131 × 0.281 head diameter) 6 6 60 24/0 3/8 6d box (2 × 0.099 × 0.266 head diameter) 4 3 8d common (21/2 × 0.131 × 0.281 head diameter) 6 4 70 24/16 7/16 8d common (21/2 × 0.131 × 0.281 head diameter) 4 4 10d box (3 × 0.128 × 0.312 head diameter) 6 4 80 24/16 7/16 8d common (21/2× 0.131 × 0.281 head diameter) 4 4 10d box (3 × 0.128 × 0.312 head diameter) 6 4 90 32/16 15/32 8d common (21/2× 0.131 × 0.281 head diameter) 4 3 10d box (3 × 0.148 × 0.312 head diameter) 6 4 a.Fasteners shall comply with Sections R703.3.2 and R703.3.3. b.Maximum spacing of soffit framing members shall not exceed 24 inches. c.Wood structural panels shall be of an exterior exposure grade. d.Wood structural panels shall be installed with strength axis perpendicular to supports with a minimum of two continuous spans. e.Wood structural panels shall be attached to soffit framing members with specific gravity of at least 0.42. Framing members shall be minimum 2 inch by 3 inch nominal with the larger dimension in the cross section aligning with the length of fasteners to provide sufficient embedment depths. f.Spacing at intermediate supports is permitted to be 12 inches on center. FBC-R R908.7 Wind mitigation R908.7 Wind mitigation. When a roof covering on an existing structure with a sawn lumber, wood plank or wood structural panel roof deck is removed and replaced, the following procedures shall be permitted to be performed by the roofing contractor: (a)Roof-decking attachment shall be as required by Section R908.7.1. (b)A secondary water barrier shall be provided as required by Section R908.7.2. Exception: Structures permitted subject to the Florida Building Code are not required to comply with this section. R908.7.1Roof decking attachment for existing structures with wood roof decks. Fastening for sawn lumber, wood plank or wood structural panel roof decks shall be in accordance with Section R908.7.1.1 or R908.7.1.2 as appropriate for the existing construction. 8d nails shall be a minimum of 0.113 inch (2.9 mm) in diameter and shall be a minimum of 21/4 inch (57 mm) long to qualify for the provisions of this section for existing nails regardless of head shape or head diameter. R908.7.2Roof secondary water barrier for existing structures with wood roof decks. A secondary water barrier shall be installed using one of the following methods when roof covering is removed and replaced. 1.In HVHZ regions: a)All joints in structural panel roof sheathing or decking shall be covered with a minimum 4 inch (102 mm) to 6 inch (153 mm) wide strip of self-adhering polymer modified bitumen tape applied directly to the sheathing or decking. The deck and self-adhering polymer modified bitumen tape shall be covered with one of the underlayment systems approved for the particular roof covering to be applied to the roof. b)The entire roof deck shall be covered with an approved asphalt impregnated 30# felt underlayment or approved synthetic underlayment installed with nails and tin-tabs in accordance with Section 1518.2, 1518.3 or 1518.4 of the Florida Building Code, Building. (No additional underlayment shall be required over the top of this sheet.) The synthetic underlayment shall be fastened in accordance with the manufacturer’s recommendations. 2.Outside the High-Velocity Hurricane Zone: a)Underlayment shall comply with Section R905.1.1 of the Florida Building Code, Residential. Exceptions: 1.Roof slopes < 2:12 having a continuous roof system shall be deemed to comply with Section R908.7.2 requirements for a secondary water barrier. 2.Clay and concrete tile roof systems installed as required by the Florida Building Code, Residential are deemed to comply with the requirements of Section R908.7.2 for Secondary Water Barriers. FBC-R R908.8 Existing Roofing R908.8 When a roof covering on an existing structure with a sawn lumber, wood plank or wood structural panel roof deck is removed and replaced on a building that is located in the wind-borne debris region as defined in the Florida Building Code, Building and that has an insured value of $300,000 or more or, if the building is uninsured or for which documentation of insured value is not presented, has a just valuation for the structure for purposes of ad valorem taxation of $300,000 or more: (a)Roof to wall connections shall be improved as required by Section R908.8.1. (b)Mandated retrofits of the roof-to-wall connection shall not be required beyond a 15 percent increase in the cost of re-roofing. Exception: Structures permitted subject to the Florida Building Code are not required to comply with this section. R908.8.1Roof-to-wall connections for structures with wood roof decks. Where required by Section R908.8, the intersection of roof framing with the wall below shall provide sufficient resistance to meet the uplift loads specified in Table R908.8.1 either because of existing conditions or through retrofit measures. As an alternative to an engineered design, the prescriptive retrofit solutions provided in Sections R908.8.1.1 through R908.8.1.7 shall be accepted as meeting the mandated roof-to-wall retrofit requirements. Exceptions: 1.Where it can be demonstrated (by code adoption date documentation and permit issuance date) that roof-to-wall connections and/or roof-to-foundation continuous load path requirements were required at the time of original construction. 2.Roof-to-wall connections shall not be required unless evaluation and installation of connections at gable ends or all corners can be completed for 15 percent of the cost of roof replacement. FBC-R R905 Underlayment R905.1.1.1Underlayment for asphalt, metal, mineral surfaced, slate and slate-type roof coverings. Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate and slate-type shingles, and metal roof panels shall comply with one of the following methods: 1.The entire roof deck shall be covered with an approved self-adhering polymer-modified bitumen underlayment complying with ASTM D1970 installed in accordance with both the underlayment manufacturer’s and roof covering manufacturer’s installation instructions for the deck material, roof ventilation configuration and climate exposure for the roof covering to be installed. Exception: An existing self-adhering modified bitumen underlayment that has been previously installed over the roof decking and where it is required, renailing off the roof sheathing in accordance with Section R908.7.1 can be confirmed or verified. An approved underlayment in accordance with Table R905.1.1.1 for the applicable roof covering shall be applied over the entire roof over the existing self-adhered modified bitumen underlayment. 2.A minimum 4-inch-wide (102 mm) strip of self-adhering polymer-modified bitumen membrane complying with ASTM D1970, installed in accordance with the manufacturer’s instructions for the deck material, shall be applied over all joints in the roof decking. An approved underlayment in accordance with Table R905.1.1.1 for the applicable roof covering shall be applied over the entire roof over the 4-inch-wide (102 mm) membrane strips. Exception: A synthetic underlayment that is approved as an alternative to underlayment complying with ASTM D226 Type II and having a minimum tear strength of 15 lbf in accordance with ASTM D4533 and a minimum tensile strength of 20 lbf/inch in accordance with ASTM D5035 shall be permitted to be applied over the entire roof over the 4-inch-wide (102 mm) membrane strips. This underlayment shall be installed and attached in accordance with the underlayment attachment methods of Table R905.1.1.1 for the applicable roof covering and slope and the underlayment manufacturer’s installation instructions. 3.A minimum 33/4-inch wide (96 mm) strip of self-adhering flexible flashing tape complying with AAMA 711, Level 3 [for exposure up to 176°F (80°C)], installed in accordance with the manufacturer’s instructions for the deck material, shall be applied over all joints in the roof decking. An approved underlayment in accordance with Table R905.1.1.1 for the applicable roof covering shall be applied over the entire roof over the 4-inch-wide (102 mm) flashing strips. Exception: A synthetic underlayment that is approved as an alternative to underlayment complying with ASTM D226 Type II and having a minimum tear strength of 15 lbf in accordance with ASTM D4533 and a minimum tensile strength of 20 lbf/inch in accordance with ASTM D5035 shall be permitted to be applied over the entire roof over the 4-inch-wide (102 mm) flashing strips. This underlayment shall be installed and attached in accordance with the underlayment attachment methods of Table R905.1.1.1 for the applicable roof covering and slope and the underlayment manufacturer’s installation instructions. 4.Two layers of ASTM D226 Type II or ASTM D4869 Type III or Type IV underlayment shall be installed as follows: Apply a 19-inch (483 mm) strip of underlayment felt parallel to and starting at the eaves, fastened sufficiently to hold in place. Starting at the eave, apply 36-inch-wide (914 mm) sheets of underlayment, overlapping successive sheets 19 inches (483 mm); end laps shall be 6 inches and shall be offset by 6 feet. The underlayment shall be attached to a nailable deck with corrosion-resistant fasteners with one row centered in the field of the sheet with a maximum fastener spacing of 12 inches (305 mm) o.c., and one row at the end and side laps fastened 6 inches (152 mm) o.c. Underlayment shall be attached using annular ring or deformed shank nails with metal or plastic caps with a nominal cap diameter of not less than 1 inch. Metal caps are required where the ultimate design wind speed, Vult, equals or exceeds 170 mph. Metal caps shall have a thickness of not less than 32-gage sheet metal. Power-driven metal caps shall have a minimum thickness of 0.010 inch. Minimum thickness of the outside edge of plastic caps shall be 0.035 inch. The cap nail shank shall be not less than 0.083 inch for ring shank cap nails. Cap nail shank shall have a length sufficient to penetrate through the roof sheathing or not less than 3/4 inch into the roof sheathing. 5.Two layers of a reinforced synthetic underlayment that has a product approval as an alternative to underlayment complying with ASTM D226 Type II shall be permitted to be used. Synthetic underlayment shall have a minimum tear strength of 15 lbf in accordance with ASTM D4533 and a minimum tensile strength of 20 lbf/inch in accordance with ASTM D5035, and shall meet the liquid water transmission test of Section 8.6 of ASTM D4869. Synthetic underlayment shall be installed as follows: Apply a strip of synthetic underlayment that is half the width of a full sheet parallel to and starting at the eaves, fastened sufficiently to hold in place. Starting at the eave, apply full sheets of reinforced synthetic underlayment, overlapping successive sheets half the width of a full sheet plus the width of the manufacturer’s single-ply overlap. End laps shall be 6 inches and shall be offset by 6 feet. Synthetic underlayment shall be attached to a nailable deck with corrosion-resistant fasteners with a maximum fastener spacing, measured horizontally and vertically, of 12 inches (305 mm) o.c. between side laps, and one row at the end and side laps fastened 6 inches (152 mm) o.c. Synthetic underlayment shall be attached using annular ring or deformed shank nails with metal or plastic caps with a nominal cap diameter of not less than 1 inch. Metal caps are required where the ultimate design wind speed, Vult, equals or exceeds 170 mph. Metal caps shall have a thickness of not less than 32-gage sheet metal. Power-driven metal caps shall have a minimum thickness of 0.010 inch. Minimum thickness of the outside edge of plastic caps shall be 0.035 inch. The cap nail shank shall be not less than 0.083 inch for ring shank cap nails. Cap nail shank shall have a length sufficient to penetrate through the roof sheathing or not less than 3/4 inch into the roof sheathing. TABLE R905.1.1.1 UNDERLAYMENT WITH SELF-ADHERING STRIPS OVER ROOF DECKING JOINTS ROOF COVERING UNDERLAYMENT TYPE UNDERLAYMENT ATTACHMENT 2:12 = ROOF SLOPE < 4:12 ROOF SLOPE > 4:12 Asphalt Shingles,Metal Roof Panels,Photovoltaic Shingles ASTM D226 Type II ASTM D4869 Type III or IV ASTM D6757 Apply in accordance with Section R905.1.1.1, Item 4or Section R905.1.1.3, Item 3 as applicable to thetype of roof covering. Underlayment shall be applied shingle fashion, parallel to and starting from the eave and lapped 4 inches (51 mm); end laps shall be 6inches and shall be offset by 6 feet. The underlayment shall be attached to a nailable deck with two staggered rows in the field of the sheet with a maximum fastener spacing of 12 inches (305 mm)o.c., and one row at the end and side laps fastened 6 inches (152mm) o.c. Underlayment shall be attached using annular ring or deformed shank nails with metal or plastic caps with a nominal cap diameter of not less than 1 inch. Metal caps are required where the ultimate design wind speed, Vult, equals or exceeds 170 mph. Metal caps shall have a thickness of not less than 32-gage sheet metal. Power- driven metal caps shall have a minimum thickness of 0.010inch. Minimum thickness of the outside edge of plastic caps shall be0.035 inch. The cap nail shank shall be not less than 0.083 inch for ring shank cap nails and 0.091 inch for smooth shank cap nails. Cap nail shank shall have a length sufficient to penetrate through the roof sheathing or not less than 3/4 inch into the roof sheathing. Metal Roof Shingles, Mineral-Surface Roll Roofing, Slate and Slate-type Shingles, Wood Shingles, Wood Shakes ASTM D226 Type II ASTM D4869 Type III or IV R905.1.1.2Underlayment for concrete and clay tile. Underlayment for concrete and clay tile shall comply with Section 905.3.3. R905.3.3Underlayment. Required underlayment shall comply with the underlayment manufacturer’s installation instructions in accordance with the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition where the Vasd is determined in accordance with Section R301.2.1.3 or the recommendations of RAS 118, 119 or 120. FBC-EB 706.7 Mitigation. 706.7 Mitigation When a roof covering on an existing structure with a sawn lumber, wood plank or wood structural panel roof deck is removed and replaced, the following procedures shall be permitted to be performed by the roofing contractor: (a)Roof-decking attachment shall be as required by Section 706.7.1. (b)A secondary water barrier shall be provided as required by Section 706.7.2. Exception: Structures permitted subject to the Florida Building Code are not required to comply with this section. 706.7.1Roof decking attachment for existing structures with wood roof decks. Fastening for sawn lumber, wood plank or wood structural panel roof deck shall be in accordance with Section 706.7.1.1 or 706.7.1.2 as appropriate for the existing construction. 8d nails shall be a minimum of 0.113 inch (2.9 mm) in diameter and shall be a minimum of 21/4 inches (57 mm) long to qualify for the provisions of this section for existing nails regardless of head shape or head diameter. 706.7.2Roof secondary water barrier for existing structures with wood roof decks. A secondary water barrier shall be installed using one of the following methods when roof covering is removed and replaced: 1.In High-Velocity Hurricane Zone regions: a)All joints in structural panel roof sheathing or decking shall be covered with a 4 inch (102 mm) to 6 inch (153 mm) wide strip of self-adhering polymer modified bitumen tape applied directly to the sheathing or decking. The deck and selfadhering polymer modified bitumen tape shall be covered with one of the underlayment systems approved for the particular roof covering to be applied to the roof. b)The entire roof deck shall be covered with an approved asphalt impregnated 30# felt underlayment or approved synthetic underlayment installed with nails and tin-tabs in accordance with Section 1518.2, 1518.3 or 1518.4 of the Florida Building Code, Building. (No additional underlayment shall be required over the top of this sheet.) The synthetic underlayment shall be fastened in accordance with the manufacturer’s recommendations. 2.Outside the High-Velocity Hurricane Zone: a)Underlayment shall comply with Section R905.1.1 of the Florida Building Code, Residential. Exceptions: 1.Roof slopes < 2:12 having a continuous roof system shall be deemed to comply with Section 706.7.2 requirements for a secondary water barrier. 2.Clay and concrete tile roof systems installed as required by the Florida Building Code are deemed to comply with the requirements of Section 706.7.2 for Secondary Water Barriers. FBC-EB 706.8 706.8 When a roof covering on an existing structure with a sawn lumber, wood plank or wood structural panel roof deck is removed and replaced on a building that is located in the wind-borne debris region as defined in the Florida Building Code, Building and that has an insured value of $300,000 or more or, if the building is uninsured or for which documentation of insured value is not presented, has a just valuation for the structure for purposes of ad valorem taxation of $300,000 or more: (a)Roof to wall connections shall be improved as required by Section 706.8.1. (b)Mandated retrofits of the roof-to-wall connection shall not be required beyond a 15 percent increase in the cost of reroofing. Exception: Structures permitted subject to the Florida Building Code are not required to comply with this section. 706.8.1Roof-to-wall connections for structures with wood roof decks. Where required by Section 706.8, the intersection of roof framing with the wall below shall provide sufficient resistance to meet the uplift loads specified in Table 706.8.1 either because of existing conditions or through retrofit measures. As an alternative to an engineered design, the prescriptive retrofit solutions provided in Sections 706.8.1.1 through 706.8.1.7 shall be accepted as meeting the mandated roof-to-wall retrofit requirements. Exceptions: 1.Where it can be demonstrated (by code adoption date documentation and permit issuance date) that roof-to-wall connections and/or roof-tofoundation continuous load path requirements were required at the time of original construction. 2.Roof-to-wall connections shall not be required unless evaluation and installation of connections at gable ends or all corners can be completed for 15 percent of the cost of roof replacement.