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04/15/2019-CC-Agenda Packet-RegularSANGER, AGENDA CITY COUNCIL REGULAR MEETING MONDAY, APRIL 15, 2019 7:00 PM 502 ELM STREET SANGER, TEXAS 1. Call Meeting to Order, Invocation, Pledge of Allegiance. 2. CITIZEN INPUT: (Citizens are allowed 3 minutes to speak. The City Council is unable to respond or to discuss any issues brought up during this section). 3. CONSENT AGENDA: a) Approval of Minutes 1) Regular City Council Meeting, April 1, 2019. (Page 4) b) Approve Resolution No. 04-06-19 Appointing Tracy A. LaPiene, as the City of Sanger Representative to the Upper Trinity Regional Water District Board of Directors for a Four (4) Year Term. (Page 9) c) Approve the 2019-2020 Interlocal Cooperation Agreement for Shared Governance Communications and Dispatch Services System Between Denton County and the City of Sanger's Police and Fire Departments and Authorize the Mayor, Police Chief and Fire Chief to Execute Agreement. (Page 11) d) Approve Moving the Following Existing Board Member from Alternate to a Place on the Board: (Page 21) Planning and Zoning Commission — Sally Amendola, Place 2 Zoning Board of Adjustment — Sally Amendola, Place 2 e) Approve Appointing the Following Citizens to Open Board Positions for a Two - Year Term: (Page 22) Planning and Zoning Commission — Jaelde Turner, Place 3 Allen McAlister, Place 4 Zoning Board of Adjustment — Jackie Turner, Place 3 Allen McAlister, Place 4 4. Consider Any Items Removed from Consent Agenda. REGULAR AGENDA 5. Consider, Discuss, and Possibly Approve the Agreement for Banking Services with First United Bank, and the Form of Custodial and Safekeeping Agreement Set Forth in the Proposal, and Authorize the City Manager to Sign Both, and Any Other Administrative Documents Necessary to Give Full Effect to the Selection of the Bank as the City's Depository Bank. (Page 25) 6. Consider, Discuss and Possibly Act on Authorizing the 4A Industrial Development Corporation to Pay the Remaining Debt of $280,503.75 on the Warehouse Located at 103 Bolivar Street, Sanger, Texas. (Page 29) 7. Consider, Discuss and Possibly Act on Ordinance #04-09-19 Approving Amendment to Chapter 10 Subdivision Regulations Exhibit A Subdivision Ordinance Section 6.02b Pavement Thickness Requirements; Providing for a Severability Clause, Penalty of Fine, and an Effective Date. (Page 33) 8. Consider, Discuss and Possibly Act on Ordinance #04-10-19 Amending. Chapter 3 of the Code of Ordinances, Article 3.100 "Building Inspection Department Established", Article 3.200 "Building Code", Article 3.300 "Plumbing Code", Article 3.400 "Mechanical Code", Article 3.500 "Electrical Code, Article 3.600 "International Residential Code" Article 3.2500 "Energy Conservation Code", Article 3.2600 "Fuel Gas Code", Article 3.2700 "International Existing Building Code", Article 3.2400 "Model Home Standards", and Adopting Article 32900 "Swimming Pool Spa Code", Article 3.3000 "Model Home Guidelines". (Page 43) 9. Consider, Discuss and Possibly Act on Ordinance #04-11-19 — Amending Chapter 5 of the Code of Ordinances, Article 5.200 "International Fire Code". (Page 89) 10. Consider, Discuss and Possibly Act on Ordinance #04-12-19 — Appendix A "Fee Schedule" of the Code of Ordinances, Article 2.000 "Building and Construction Fees". (Page 111) 11. Consider, Discuss and Act on Authorizing the City Manager to Execute a Supplement to Engagement Letter with Lloyd Gosselink Rochelle & Townsend P.C. to Provide Additional Assistance with Respect to Wastewater Treatment Plant Matters (Discharge Permitting/Regulatory Compliance). (Page 116) 12. INFORMATION ITEMS: a) Disbursements for April 2019. (Page 117) b) Acknowledgement of Cause No. 19-0235-362 Ruble vs. City of Sanger. 13. FUTURE AGENDA ITEMS: (The purpose of this item is to allow the Mayor and members of Council to bring forward items they wish to discuss at a future meeting, A Council Member may inquire about a subject for which notice has not been given. A statement of specific factual information or the recitation of existing policy may be given. Any deliberation shall be limited to a proposal to place the subject on an agenda for a subsequent meeting. Items may be placed on a facture meeting agenda with a consensus of the Council or at the call of the Mayor). 14. ADJOURN. I, the undersigned authority, do hereby certify that this Notice of Meeting was posted on the City Website, and on the bulletin board, at the City Hall of the City of Sanger, Texas, a place convenient and readily accessibl to the general public at all times. Said notice was posted on the following date and time: 2 at 1J.,30 6. M., and remained posted continuously for at leas 2 hours prior to the scheduled time of said meeting and shall remain posted until meeting is adjourned .1"`11 "`'UJi"a,,, Cheryl e ity Secretary/'\ z✓ / \ City of SAnfer, Texas P This facility is wheelchair accessible ar44c s�Ci61� � king spaces are available. Requests for accommodations or interpretive services musf'ye 'ride 48 hours prior to this meeting. Please contact the City Secretary's office at (940) 458-7930 for further information. CITY OF SANGER, TEXAS MINUTES: REGULAR CITY COUNCIL MEETING April 1, 2019, 7:00 p.m. 502 Elan. Street, Sanger, Texas COUNCIL MEMBERS PRESENT: Mayor Thomas Muir, Mayor Pro Tem Gary Bilyeu Councilman Allen Chick, Councilman Bill Boutwell, Councilman Lee Allison. COUNCIL MEMBERS ABSENT: Councilman David Clark. The Mayor and four Council Members were present constituting a quorum. STAFF MEMBERS PRESENT: City Manager Alina Ciocan, Public Works Director .Tim Berman, Director of Development Services Ramie Hammonds, City Planner Muzaib Riaz City Engineer Tracy LaPiene. 1. Call Meeting to Order, Invocation, Pledge of Allegiance. Mayor Muir called the Regular City Council Meeting to order on March 18", 2019 at 7:02 p,m. Mayor Pro Tem Bilyeu gave the Invocation and Councilman Allison led the Pledge of Allegiance. 2. Citizens Input: (Citizens are allowed 3 minutes to speak. The City Council is unable to respond or to discuss any issues brought up during this section). There were no citizens who approached the podium wishing to speak on items not on the agenda. 3. CONSENT AGENDA: a) Approval of Minutes: 1. City Council Regular Meeting, March 1811, 2019 A motion was made by Councilman Chick to approve the Consent Agenda as presented with one correction to the minutes by Mayor Pro Tem Bilyeu noting that the all of the votes for the motions, with two members absent, should read 3-0 instead of 4-0. The motion was seconded by Councilman Boutwell. The motion carried unanimously with a 4-0 vote. (Councilman Clark absent). b) Consider Any Items Removed from Consent Agenda. No items removed. REGULARAGENDA 4. Consider, Discuss and Act on the Final Plat of Lots 1-9, Block A, Phase 1; Lots 10-14, Block A, Phase 2, and Lots 1-2, Block B, Phase 2 of CR 200 Estates Addition, Being 21.36 Acres in the ED Bradley Survey, Abstract Number 34 and in the Edward 4 Survey, Abstract Number 1705, in the Extraterritorial Jurisdiction of the City of Sanger, Denton County and Coop County, Texas, Generally Located South of County Road 200 and Approximately 4950 Feet West of 1-35. Director of Development Services Ramie Hammonds summarized. The applicant is proposing to develop 15 residential lots and 1 commercial lot. The subject property is in the Extraterritorial Jurisdiction (ETJ) of the City of Sanger. Each of the lots is at least 1-acre in area. With the exception of Lot 1, Block B, Phase 2, all lots are partly in Denton County and partly in Cooke County. Water service is being provided by Bolivar Water and Electric is to be provided by CoSery Electric. All of the lots will have septic. The plats have been reviewed by Denton County Planning and Cooke County Environmental Health Department. All Denton County comments have been incorporated into the plat. Cook County did not have any comments for the plat. The applicant has addressed all of the Planning comments as well as applicable Engineering comments from the City of Sanger. The plat meets applicable City of Sanger Subdivision Ordinance requirements. Staff recommends approval. A motion was made by Councilman. Allison to approve the Final Plat of Lots 1-9, Block A, Phase 1; Lots 10-14, Block A, Phase 2, and Lots 1-2, Block B, Phase 2 of CR 200 Estates Addition, Being 21.36 Acres in the ED Bradley Survey, Abstract Number 34 and in the Edward Survey, Abstract Number 1705, in the Extraterritorial Jurisdiction of the City of Sanger, Denton County and Cook County, Texas, Generally Located South of County Road 200 and Approximately 4950 Feet West of 1-35. The motion was seconded by Mayor Pro Tem. Bilyeu. Motion carried unanimously with a 4-0 vote (Councilman Clark absent). 5. Conduct a Public Hearing on Amending Sanger's Drought Contingency Plan. Mayor Muir opened the Public rearing at 7:31 PM. There were no citizens who approached the podium wishing to speak on the public hewing. The public hearing closed at 7:32 PM. 6. Consider, Discuss and Possibly Approve Ordinance No. 04-07-19 amending Sanger's Drought Contingency and Water Conservation Plans. Public Works Director Jim Berman summarized. This is a process we do every five years in conjunction with Upper Trinity Regional Water District. In the Drought Contingency Plan there were a couple of changes that were made in as far as the requirements in the three -stage process. Stage one would begin at 75% changed from 65%. Stage 2 would begin at 55% changed from 50% and Stage 3 stayed the same at 50%. This plan will take us through 2024. This plan is a work in progress to align the plans throughout the major regional water districts. Aligning the plans will provide less confusion and provide for uniformity among all water districts in the region. It will allow area -wide advertising to get the word out. As Upper Trinity updates their plans, we update ours. This ordinance also approves the Water Conservation Plan and the changes were that Sanger would maintain it water loss to below 15% from 5%. Also, all of the new water rates had to be updated; and the stages were changed from four to three stages. The utility profile has also been updated with new information. A motion was made by Councilman Boutwell to approve Ordinance No. 04-07-19 amending Sanger's Drought Contingency and Water Conservation Plans. The motion was 9 seconded by Mayor Pro Tem Bilyeu. The motion carried unanimously with a 4-0 vote Councilman Clark absent. 7. Consider, Discuss and Act on Resolution 404-03-19 -- An Interloeal Agreement Between Region 8 Education Service Center and the City of Sanger; and, Authorize the City Manager to Sign Agreement. Public Works Director Jim Berman summarized. He noted that he has previously discussed the benefits of having interlocal agreements with various entities. He noted that the school district is currently also a member of TIPS. He noted that Pavecon is on the list and there is a pipe bursting company that he has used in the past that is on the list. Councilman Boutwell noted how much time this process saves. Mayor Pro Tem Bilyeu questioned what the checks and balances were on these interlocal agreements. Noting that for purchases under $50,000 the City Manager would have the authority to sign without bringing it to City Council. It was noted that in-house purchasing procedures would remain the same. A motion was made by Mayor Pro Tem Bilyeu to approve Resolution #04-03-19 — an Interlocal Agreement between Region 8 Education Service Center and the City of Sanger; and, authorize the City Manager to sign agreement. There was brief discussion called and it was noted that the projects for this interlocal agreement would have to go through TIPS and they have an approval so that they are assured that everything is going through correctly. The motion was seconded by Councilman Boutwell. The motion carried unanimously with a 4-0 vote (Councilman Clark absent). 8. Consider, Discuss and Act on Resolution #44-19 Designating May 18, 2019 as the Day of the 2019 Sanger Citywide Garage Sale. Public Works Director Jim Berman summarized. He noted that in 2015 there was an ordinance designating a Citywide Garage Sale, which was led by the Downtown Association. The Downtown Association no longer exists. There is still considerable interest in this event and the City has taken it over. It was noted for this event there are no fees to have a garage sale. A motion was made by Mayor Pro Tern Bilyeu to approve Resolution #44-19 Designating May 18, 2019 as the Day of the 2019 Sanger Citywide Garage Sale. The motion was seconded by Councilman Allison, The motion carried unanimously with a 4-0 vote (Councilman Clark absent). 9. Consider, Discuss and Possibly Act on Resolution #04-05-19 of the City Council of the City of Sanger Texas, Authorizing the City Manager to Execute a Contract for the Removal of Liquid Sludge from the Wastewater Treatment Plant, Malang Findings Exempting Such Contract from the Requirements of Competitive Bidding and Providing an Effective Date. Public Works Director Jim Berman summarized. It was noted that this has been designated as an emergency. We are in the process of renovating the wastewater treatment plant and part of the process was that Plants 3 and 4 needed to be emptied out to perform the required upgrades. The decision was made several months ago to waste those plants through Plant 1. The process went well for Plant 4 and halfway through Plant 3. It has been determined 6 that to continue to drain the waste from Plant 3 through Plant 1 would be detrimental to the wastewater treatment plant. It has been recommended that we hire a Taste Disposal Company to come in and haul away the remaining estimated 250,000 gallons of sludge so we can continue on with the project. There was discussion. Mayor Muir asked about the estimated 250,000 gallons and Mr. Berman noted that we are probably below that number. City Manager Alina Ciocan noted that the estimated cost is about $62,000 and will be paid for through capital improvement project enterprise funds. This is not an expense that was budgeted and we are going to book it as a project expenditure and pay for it with the enterprise funds. There was discussion as to the amount of money the City saved by running what they could through the plant which was an estimated savings of about 70 to 80 thousand dollars. There was additional discussion regarding the emptying of the tank. A motion was made by Councilman Boutwell to approve Resolution #04-05-19 of the City Council of the City of Sanger Texas, authorizing the City Manager to execute a contract for the removal of liquid sludge from the wastewater treatment plant, making findings exempting such contract from the requirements of competitive bidding and providing an effective date. The motion was seconded by Mayor Pro Tem Bilyeu. The motion carried unanimously with a 4-0 vote (Councilman Clark absent). 10. INFORMATION ITEMS: a) Monthly Financial Report — February 28, 2019. b) Capital Projects Recap — March 28, 2019. There was brief discussion regarding Capital Projects and the status of the wastewater treatment plant. Mayor Muir recognized Jeff Caffey, Alan Plummer noted that the project is progressing and the contractor is anxious to get into Plant 3, that they have been waiting. There was discussion regarding the time it has and would have taken to drain the plants and that it is not as much of a time difference as they are indicating. Mr. Caffey summarized noting they had an original bid item for $100,000 for unknown items and they have $55,000 left in that item. After draining Plant 4 that they have identified areas that need painting. They received a cost estimate of about $29,000 for the painting which will not be processed as a change order as it is included in the bid item for unknown items. They anticipate the same thing when they get into Plant 3. He mentioned one more credit that they owed us in relation to bypass pumping which may be a 10 to 20 thousand credit. It was noted that they have not finished crack repairing, but there have been no more cracks in the basin. That they really did not want to do the repairs during the winter time. There was miscellaneous discussion regarding the cracking and it was noted it was along the construction joints. He noted he could provide a drawing to show where they are and also noted that they have taken several photos and have them documented. Mayor Muir noted that the Council would be interested to see how this issue resolves. Mr. Caffey noted that substantial completion is anticipated for August. c) Texas Department of Transportation Public hearing (TxDOT) — RE: Environmental Assessment/Public hearing on the proposed I1-1-35 Widening Project. To be held April 4th, 2019 Sanger High School Cafeteria. Mayor Muir reminded everyone of the abovementioned meeting with TXDOT this Thursday night at Sanger High School regarding the IH-35 expansion through Sanger. 11. FUTURE AGENDA. ITEMS: (The purpose of this item is to allojv the .Mayor and 7 members of Council to bring forivard items they wish to discuss at a future meeting, A Council Member may inquire about a subject for which notice has not been given. A statement of speck factual information or the recitation of existing policy may be given. Any deliberation shall be limited to a proposal to place the subject on an agenda for a subsequent meeting. Items may be placed on a future meeting agenda with a consensus of the Council or at the call of the Mayor). No items. 12. ADJOURN. There being no further discussion, Mayor Muir adjourned the meeting at 7:47 p.m. BANGER ,Ir T E X AS CYIITNC'II, AGE, NDA ITEM AGENDA TYPE ❑ Regular ❑ Special N Consent Reviewed by Finance ❑ Yes N Not Applicable ❑ Workshop ❑ Executive ❑ Public Hearing Reviewed by Legal ❑ Yes N Not Applicable COUNCIL MEETING DATE: SUBMITTED BY: April 15, 2019 . City Secretary Cheryl Price City Manager Reviewed/Approval Initials Date r� C� ACTION REQUESTED: ❑ORDINANCE N RESOLUTION ❑ APPROVAL AID ❑AWARD OF CONTRACT ❑ CHANGE OER US REA❑PPOINTMENTS ❑OTHEREXP OF CONSENS❑ AGENDA CAPTION Approve Resolution No. 04-06-19 Appointing Tracy A. LaPiene as the City of Sanger Representative to the Upper Trinity Regional Water District Board of Directors for a four(4) Year Term beginning May 31, 2019. FINANCIAL SUMMARY NN/A [-]GRANT FUNDS ❑OPERATING EXPENSE ❑REVENUE ❑CIP []BUDGETED ❑NON -BUDGETED FISCAL YEAR: PRIOR YEAR CURRENT YEAR FUTURE YEARS TOTALS Proposed Expenditure Amount Encumbered Amount BALANCE FUND(S) TO BE USED: General ❑$ Utility ❑ $ Special ❑ $ BACKGROUND/SUMMARY OF ITEM The attached Resolution No. 04-06-19 appoints Tracy LaPiene to the Upper Trinity Regional Water District Board of Directors. Alina Ciocan idled Mike Brice's unexpired term ending May 31, 2019. This Resolution is required by the Upper Trinity Board for appointment. Tracy LaPiene meets the basic qualification's for appointment as listed below: 1. Must reside within the boundaries of the District. 2. Must be a Registered Voter. 3. Cannot be an Elected Official of a Member Entity. 4. Cannot be employed by another Member Entity. 5. Need to have time to review all agenda materials and to attend Board and Committee meetings. STAFF OPTIONS & RECOMMENDATION List of Supporting Documents/Exbibits Attached: • Resolution No. 04-06-19 Prior Action/Review by Council, Boards, Commissions or Other Agencies: CITY OF SANGER, TEXAS RESOLUTION NO.4-6-19 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS, APPOINTING TRACY A. LAPIENE AS THE CITY'S REPRESENTATIVE TO THE UPPER TRINITY REGIONAL WATER DISTRICT BOARD OF DIRECTORS FOR A FOUR (4) YEAR TERM; AND PROVIDING AN EFFECTIVE DATE. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: SECTION 1. That the City Council hereby appoints Tracy A. LaPiene as the City's representative to the Upper Trinity Regional Water District Board of Directors for a four (4) year tern. SECTION 2. That this resolution shall take effect immediately from and after its adoption and is so resolved. PASSED AND APPROVED by the City Council of the City of Sanger, Texas this the 151" Day of April, 2019. APPROVED: Thomas E. Muir, Mayor City of Sanger, Texas ATTEST: Cheryl Price, City Secretary City of Sanger, Texas 10 SANGER *TEXAS COUNCIL AGENDA ITEM AGENDA TYPE ❑ Regular ❑ Special ® Consent Reviewed by Finance ❑ Workshop ❑ Executive ❑ Public Hearing Reviewed by Legal ❑ Yes ® Not Applicable Yes ❑ Not Applicable COUNCIL MEETING DATE: SUBMITTED BY: April 15, 2019 City Secretary, Cheryl Price City Manager Reviewed/Approval Initials hG Date b ACTION REQUESTED: ❑ORDINANCE ❑ RESOLUTION ® APPROVAL ❑ CHANGE ORDER ❑ AGREEMENT ❑ APPROVAL OF BID ® AWARD OF CONTRACT ❑ CONSENSUS ❑ REAPPOINTMENTS AGENDA CAPTION Approve the 2019-2020 Interlocal Cooperation Agreement for Shared Governance Communications and Dispatch Services System Between Denton County and the City of Sanger's Police and Fire Departments and Authorize the Mayor, Police Chief and Fire Chief to Execute Agreement. FINANCIAL SUMMARY ®N/A ❑GRANT FUNDS ❑OPERATING EXPENSE ❑REVENUE ❑CI P ❑BUDGETED ❑NON -BUDGETED FISCAL YEAR: PRIOR YEAR CURRENT YEAR FUTURE YEARS TOTALS Proposed Expenditure Amount Encumbered Atnount BALANCE FUND(S) TO BE USED: General ❑$ Utility ❑ $ Special ❑ $ BACKGROUND/SUMMARY OF ITEM This is the standard annual Interlocal Agreement with Denton County for Police and Fire Dispatch Communications. The Fire Dispatch Cost was $12,905.00 for FY 2018-19; the proposed FY 2019-2020 Cost is $16,507.00. The Police Dispatch Cost was $36,234.00 for FY 2018-19; the proposed FY 20t9-2020 Cost is $36,905.00. For a combined amount for Police and Fire Dispatch of $53,412.00 for FY 2019-2020. This Agreement was reviewed by the City Attorney who acknowledged that it is adequate for the City's dispatch purposed. This Interlocal Agreement is for a one-year term and is brought forward to Council for renewal annually. STAFF OPTIONS & RECOMMENDATION Staff recommends approval. List of Supporting Documents/Exhibits Attached: • Interlocal Agreement for Fire and Police Dispatch Services with Denton County. Prior Action/Review by Council, Boards, Commissions or Other Agencies: • Reviewed and approved by City Attorney. 11 STATE OF TEXAS COUNTY OF DENTON § INTERLOCAL COOPERATION AGREEMENT FOR SHARED GOVERNANCE COMMUNICATIONS & DISPATCH SERVICES _SYSTEM This %nterlocal Cooperation Agreement for Shared Governance Communications and Dispatch Services System, hereinafter referred to as "Agreement", is made by and between Denton County, a political subdivision of the State of Texas, hereinafter referred to as the "County", and Name of Agency: Cyy Of Sanger Fire & Police Departments hereinafter referred to as "Agency". WHEREAS, the County is a duly organized political subdivision of the State of Texas engaged in the administration of county government and related services for the benefit of the citizens of Denton County, Texas; and WHEREAS, the Agency is duly organized and operating under the laws of the State of Texas engaged in the provision of municipal government and/or related services for the benefit of the citizens of Agency; and WHEREAS, parties agree that the utilization of combined communications and dispatch services system will be in the best interests of both the County and the Agency, WHEREAS, the County and the Agency mutually desire to be subject to the provisions of the Merlocal Cooperation Act of the V.T.C.A. Government Code, Chapter 791; and NOW THEREFORE, the County and the Agency, for the mutual consideration hereinafter staffed, agree and understand as follows: 1. PURPOSE. The Denton County Sheriff ("Sheriff') has the facilities to provide emergency telecommunications and dispatch services throughout Denton County. The Agency wishes to utilize the Sheriff's available telecommunications and dispatch services ("Services") during the term of this agreement. 2. ADVISORY BOARD. The Denton County Sheriff's Office will establish an Advisory Board for the Shared Governance Communication and Dispatch System "Advisory Board". The membership of the board shall be the Chief of each Agency, or designee. The Advisory Board may advise and make recommendations to the Sheriff and the Sheriff's Office on matters relating to the Communications Center, as well as the recommendations far the Annual Agency Workload and Cost Statistics, within the limitations set forth in paragraph 6.1, herein. 3. TERM OF AGREEMENT. The initial term of this Agreement shall be for a one year period beginning October 1, 2019 and ending on September 30, 2020. 4. TERMINATION OF ,AAGREEMENT. Either party may terminate this agreement, with or without cause, after providing ninety (90) days written notice to the other party. lnterlocal Cooperation Agreement For 2019--20 Page 1 Shared Governance Communications & Dispatch Services System / City of Sanger Fire & Police Departments 12 5. ANNUAL SERVICE FEE. Each Agency shall pay to the County a fee for services based on the workload generated by the Agency. 5.1. Agency shall pay to County the Total Amount more fully described on iffiit "A I the Agency Workload and Cost Statistics. 5.2. The Agency shall complete Exhibit `B ; Agency Payment Worksheet, to identify the payment terms preferred by Agency. Agency is responsible for sending payments to County. 5.3. The fee for service will be based on the pro rata share of the workload generated by the Agency. 5A. County agreesto provide Agency a proposed service fees for the next budget/fiscal year as agreed by the parties. 5.5 If this Agreement is terminated prior to the expiration of the term of the Agreement, payment shall be pro -rated by written agreement between the parties, 5.6 Dispatch costs for the upcoming fiscal year are calculated utilizing 50% of the approved Communications Budget for the current fiscal year and agency workload statistics from the previous fiscal year. Agency workload percentages are calculated by: 5.6.1. Determining the agency's percentage of total Calls For Service (CFS) 5.6.2 Determining the agency's percentage of total Officer Initiated Activity (01A) 5.6.3 Averaging the values from # 5.6.1 & # 5.6.2 5.6.4 Determining the percentage of OIA that is Mobile Data Computer (MDC) activity . 5.6.5 Determining agency OIA that is not MDC Activity 5.6.6 Determining adjusted percentage of OIA that is MDC activity by dividing value of # 5.6.5 by total OIA. 5.6.7 Determining agency CFS that are public requests by subtracting agency assists or mutual aid calls from the agency's CFS 5.6.8 Determining adjusted percentage of total CFS that are public requests by dividing value of # 5.6.7 by total CFS 5.6.9 Determining agency workload percentage by calculating average of # 5.6.6 and # 5.6.8 5.6.10 Determining agency final cost by workload by multiplying value of # 5.6.9 against 50% of the approved Communications budget 6. COUNTY SERVICES AND RESPONSIBILITIES, The County agrees to provide the following services and responsibilities: 6.1 The Sheriff shall have the sole discretion as to the method of providing the Services including, but not limited to the order of response to calls, and shall be the sole judge as to the most expeditious and effective manner of handling and responding to calls for service or the rendering thereof. The Sheriff shall have the sole discretion as to the method and final decision regarding the annual workload and cost statistics. The Sheriff will devote sufficient time to insure the performance of all duties and obligations set forth herein. 6.2 County shall furnish full-time communications services including a twenty-four (24) hours a day, seven (7) days a week public safety answering point, radio services, dispatching services, lnterloai Cooperation Agreement for 2419-20 Page 2 Shared Govemance Communications & Dispatch Services System I City of Sanger Fire & Police Departments 13 or law enforcement transmission originating from AGENCY requesting law enforcement and fire protection services and access to local, regional, state, and national data bases and telecommunications systems, 6.3 The services provided by County include the following: 6.3.1 twenty-four (24) hours a day, seven (7) days a week public safety answering 6.3.2. point; receiving emergency and routine, calls for law enforcement, fire, and medical 6.3.3 services; directing a response to said calls by dispatching the appropriate law enforcement, fire, and medical services; 6.3.4. providing on -going communication support to the emergency personnel in the 6.3.5 field; and updating, maintaining, and managing the County owned radio communications system, computer systems, support files, and resource materials necessary to accomplish the above. 6.4 County may add new Agencies not currently served by Denton County at the discretion of Denton County and the Denton County Sheriff s Office. 7. A MMY RESPONSIBMATIES. The Agency agrees to the following responsibilities: 7.1. Providing accurate current GIS data of the corporate limits and extraterritorial jurisdiction of the Agency. 7.2 Furnish County with a current List of all Officers and Reserves authorized by Agency to use the communications system. 7.3 Agency is responsible for the costs and upgrades associated with maintaining Agency's communication equipment. 7.4 Agency agrees to abide by all laws of the United States and the State of Texas and all present or hereafter approved rules, policies and procedures of TLETS, NLETS, TCIC, NCIC and any other system now or in the future associated with TLETS concerning the collection, storage, processing, retrieval, dissemination and exchange of information for eriminai justice purposes 7.5 Adherence to all Sheriff's Office communications rules and regulations. 7.6 Agency agrees to provide all necessary andrequired TLETS paperwork. See ""bit "C' 7.7 Appoint representative and agree to participate in the Advisory Board. 7.8 Agency is responsible for sending payments to County as more fully described in ,Exhibit `B" to this Agreement. 8. AGREEMENT. The parties acknowledgethey have read and understand and intend to be bound by the terms and conditions of this Agreement, This Agreement contains the entire understanding between the parties concerning the subject matter hereof: No prior understandings, whether verbal or written, between the parties or their agents are enforceable unless included in writing in this agreement. This Agreement may be amended only by written instrument signed by both parties. tntertocai Cooperation Agreement for 2019-20 Page Shared Govemance Communications & Dispatch Services System / City of Sanger fire & Police Departments 14 9. AGREEMENT LIASONS. Eadh party to this agreement shall designate a Liaison to insure the performance of all duties and obligations of the parties. The Liaison for each party shall devote sufficient time and attention to the execution of said duties on behalf of the Party to ensure full compliance with the terms and conditions of this Agreement. 10, ASSIGNMENT. Neither party shall assign, transfer, or subcontract any of its rights, burdens, duties, or obligations under this Agreement without the priorwritten permission of the other party to this Agreement, 11. AGENCY LIABILITY. The Agency understands and agrees that the Agency, its employees, servants, agents, and representatives shall at no time represent themselves to be employees, servants, agents, and/or representatives of the County. The Agency shall not be required to indemnify nor defend County for any liability arising out of the wrongful acts of employees or agents of County to the extent allowed by Texas law. 12. COUNTY LIABILITY. The County understands and agrees that the County, its employees, servants, agents, and representatives shall at no time represent themselves to be employees, servants, agents, and/or representatives of the Agency. The County shall not be required to indemnify nor defend Agency for any liability arising out of the wrongful acts of employees or agents of Agency to the extent allowed by Texas law. 13, DISPUTES/RECOURSE, County and Agency agree that any disputes or disagreements that may arise which are not resolved at the staff level by the parties should be referred to the Appointed Liaisons for each entity. Any further disputes arising from the failure of either Agency or County to perform and/or agree on proportionate reduction in fees shall be submitted to mediation, with the parties splitting the mediation fees equally. It is further agreed and understood that the scope of matters to be submitted to dispute mediation as referenced above is limited to disputes concerning sufficiency of performance and duty to pay or entitlement, if any, to any reduced fee or compensation. Any other disputes or conflicts involving damages or claimed remedies outside the scope of sufficiency of performance and compensation adjustment shall be referred to a court of competent jurisdiction in Denton County, Texas. 14. EXHIBITS. Attached hereto, and referred to elsewhere in this. Agreement are the following Exhibits, which are hereby incorporated by reference. Exhibit A Agency Worldoad and Cost Statistics Exhibit B Agency Payment Worksheet Exhibit C TEXAS LAW ENFORCEMENT TELECOYDIWMCATION SYSTF,m (TLETS) NON » TWENTY-FOUR HOUR TERMINAL AGENCY AGREEMENT 15. MULTIPLE ORIGINALS. It is understood and agreed that this Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes. intertocal Cooperation Agreement for 2019--20 Page 4 Shared Governance Communications & Dispatch Services System / City of Sanger Fire & Police Departments 15 16, NOTICES, All notices, demands or other writings may be delivered by either party by U.S. First Class Mail or by other reliable courier to the parties at the following addresses: County: T Denton County Judge Denton County Commissioners Court 110 West f Iickory, Room #207 Denton, Texas 76201 2 Denton County Sheriff Denton County Sheriff's Office 127 N, Woodrow Lane Denton Texas 76205 3 Assistant District Attorney Counsel to the Sheriff 127 N. Woodrow Lane Denton, Texas 76205 Name of Agency: Contact Person Address City, State, Zip Telephone Email City of Sanger Fire and Police Departments Cho l Price, CitY Secrets P. 0. Box 1729 San er, X 76266 940-458-7930 c ric sangertexas.or 17. SEVERABILITY. The validity of this Agreement and/or any of its terms or provisions, as well as the rights and duties of the parties hereto, shall be governed by the laws of the State of Texas. Further, this Agreement shall be performed and all compensation payable in Denton County, Texas. In the event that any portion of this Agreement shall be found to be contrary to law, it is the intent of the parties hereto that the remaining portions shall remain valid and in full force and effect to the extent possible. 18. THMD PARTY. This Agreement is made for the express purpose of providing communications and dispatch services, which both parties recognize to be a governmental function. Except as provided in this Agreement, neither party assumes any 'liability beyond that provided by law. This Agreement is not intended to create any liability for the benefit of third parties. 19. VENUE. This agreement will be governed and construed according to the laws ofthe State of Texas. This agreement shall be performed in Denton County, Texas, 20. WAIVER, The failure of County or Agency to insist upon the performance of any term or provision of this Agreement or to exercise or enforce any right herein conferred, or the waiver of a breach of any provision of this Agreement by either party, shall not be construed as a waiver or relinquishment to any extent of either party's right to assert or rely upon any such term or right, or future breach of such provision, on any future occasion. 21. AUTHORIZED OFFICIALS. Each partyhas the full power and authority to enter into and perform this Agreement, The persons executing this Agreement represent they have been properly authorized to sign on behalf of their governmental entity. intedoal Cooperation Agreement for 2019-20 Page 5 Shared Governance Communications & Dispatch Services System / City of Sanger Fire & Police Departments 16 22, CURRENT FUNDS. All payments made by Agency to County pursuant to this Agreement shall be from current revenues available to Agency. 23. DISPATCH & COMMUNICATION RECORDS, The parties acknowledge that the Denton County Sheriff's Office may release dispatch and communication records of Agency pursuant to the Texas Public Information Act until such a time that the parties agree to transfer such responsibility to Agency. DENTON COUNTY, TEXAS Andy Eads, County Judge Denton County Commissioners Court 110 West Hickory, Room #207 Denton, Texas 76201 (940)349-2820 EXECUTED duplicate originals on this Date: Approved as to content: Denton County Sheriff's Office Approved as to form: ----------------- Assistant District Attorney Counsel to the Sheriff AGENCY Thomas E. Muir, Mayar City of Sanger P, O, sax 1729 Sanger, TX 76266 940-458-7930 EXECUTED duplicate originals on this Date: Approved as to content: Fire Chief David Pennington Police Chief Curtis Amyx Approved as to form: Attorney for Agency lnterloat Cooperation Agreement for 2019-ZO Page 6 Shared Governance Communications & Dispatch Services System / City of Sanger Fire & Police Departments 17 Costs by Workload FXHIBiT A 12 3 :T {iva�el ,,.. .. .. -... bY,M V.it .a o✓vw.' 4 its eua_t_ee ammt UBREY Pq 1.722% y W kffONVILLE Pt? CF322% $S,S99 0118'LE OAK PD "' 6.2662% IGKORY CREEK -PLC 1.T54% 0087 $_1-4,2b7 RiJM PD $19,776 i& DA- 8 PD 3A81tYo T1E ELMPD 8340/. C1i C PD Y" 0.0OA9b bRTHEABT pD - 1,324% �$22,J77 _ ORTH K Pb 1.809% 0,308 _.._.. AIC POiN7 PD _ 1,752 $ 3 __ �__� $16 416 ILOT ppiNT,PD_ 0.920% oi�DtRPD " _... 0.321� $s,377 ANGER PD 2.203% ' $36,905 RDPHY CLUB PI) 2,45896 4i,1f44 *GYLE FD bbbd­ 'ROM FD 0,888%, AKE CITIES i+C� 1.651% _._ $27,836 i'1'TLEtM FD _ _.. " 2.�11i°!a � � $33 03 i5 K 6YNN 1 D 0.382/ to 'RaPHY CLUB Fi] . D.A78°lc _-_ $7 71 ~ NATER,DISTRICT 1,182% $19,809 - )THER y 8,04% _ �1 �787 FII�F-VO1"`t��'_ 44.700"A $2 424,578 100,000°l0 3. f,3a1,'1fi8 ...._. "SHERIFF'S OFFICE costs- Includes "OTHER' + Discounted Activity which is reduced from other entities total casts, as well as the retraining 112 of the total Communications Adopted Budget which other entities are not billed for at this time, page ? of 1 IN Exhibit B 2019M20 budget Year � mton Cor Sheriffs 0 ce Com uni cat ons A Bement enc� 'ayment'�Uorksheet Agency: Payment Contact Person: Phone Number: Addtess: City, State, Zip AGENCY TOTAL .AMOUNT DUE City of Sanger Fire & Police Alicia Metcalf, Accounts Payable 940-458-7930 P. O Box 1729 Saner, TX 76266 $16,507.00 Fire $ 36,905.00 Police $ 53,412.00 Total Include this Worlrsheet with each Ka yxnent Sent to Denton Make checks payable to: I Denton County Mail payments to: Communications Agreement Payments Denton County Auditor 401 W. Hickory, Suite 423 Denton, Texas 762019026 i One Annual Payment 100% Payment Plait Options 2 Two Payments 5Q% Agency MUST. Select One 3 Four Pa ants 25% Pay 3txYe�Iion 4 Twelve Monthly Pa ments 5 Othes: Pa cant O tion 19 Exhibit C TEXAS LAW ENFORCEMENT TELECOMMUNICATION SYSTEM (TLETSI NON TWENTY FOUR DOUR TERMINAL AGENCY AGREEMENT 2019-2020 Twenty -Four Hour Terminal Agency I DENTON COUNTY SHERIFF'S OFFICE Non Twenty -Four Hour Terminal Agency Sanger police Department This document constitutes an agreement between the following parties: The Twenty -Four hour Terminal Agency agrees to make entries into the Texas Crime Information Center (TCIC) and the National Crime Information Center (NCIC) computers for the Non Twenty -Four Hour Terminal Agency. All records must be entered with the TwentyFour Hour Agency's OF I, and all pease reports and original warrants must be held at the Twenty -Four Hour Agency for hit confirmation purposes. The Non Twenty -Four Hour Agency agrees to abide by all laws of the United States and the State of Texas and all present or hereafter approved rules, policies and procedures of TLETS, NLETS, TCIC, NCIC and any other system now or in the future associated with TLETS concerning the collection, storage, processing, retrieval, dissemination and exchange of information for criminal justice purposes. The Twenty -Four Hour Agency reserves the right to suspend service to the Non Twenty -Four Hour Agency which may include canceling of records entered for the Non Twenty -Four Hour Agency when applicable policies are violated. The Twenty -Four Hour Agency may reinstate service following such instances upon receipt of satisfactory assurances that such violations have been corrected. In order to comply with NCIC policies established by the NCIC Advisory Policy Board, the Non Twenty -Four Hour Agency agrees to maintain accurate records of all TCIC/NCIC entries made through the Twenty -Four Hour Agency and to immediately notify the Twenty Four Hour Agency of any changes in the status of those reports to include the need for cancellation, addition, deletion or modification of information. The Twenty -Four Hour Agency agrees to enter, update and remove all records for the Non Twenty Four Hour Agency on a timely basis, as defined by NCIC, In order to comply with NCIC Validation requirements, the Non Twenty -Four Hour Agency agrees to perform all validation procedures as required by NCIC on all records entered through the Twenty -Four Hour Agency. Either the Twenty -Four Hour Agency or the Non Twenty -Four Hour Agency may, upon thirty days written notice, discontinue this agreement. To the extent allowed by the laws of the State of Texas, the Non Twenty -Four Hour Agency agrees to indemnify and save harmless the Twenty Four Hour Agency as well as the DPS, its Director and employees from and against all claims, demands, actions and suits, including but not limited to any liability for damages by reason of or arlsing out of any false arrests or imprisonment or any cause of the Non Twenty -Four Hour Agency or its employees in the exercise of the enjoyment of this Agreement. In witness whereof, the parties hereto caused this agreement to be executed by the proper officers and officials. DENTON coUNTY SHERIFF'S O + + CE, AGENCY Signature: Signature: By; Tracy Muzpbree Title: Denton County Sheriff I By: CUrdS Amyx Title: Police Chief Date: 20 SANGER' ,*TEXAS CnUNCIL AGENDA ITEM AGENDA TYPE ❑ Regular ❑ Special ® Consent Reviewed by Finance ❑ Workshop ❑ Executive ❑ Public Hearing Reviewed by Legal ❑ Yes ® Not Applicable ® Yes ❑ Not Applicable COUNCIL MEETING DATE: SUBMITTED BY: April 15, 2019 City Secretary, Cheryl Price City Manager Reviewed/Approval Initials Date OUN ACTION REQUESTED: ❑ORDINANCE ❑ RESOLUTION ® APPROVAL ❑ CHANGE ORDER ❑ AGREEMENT ❑ APPROVAL OF BID ❑ AWARD OF CONTRACT ❑ CONSENSUS ® APPOINTMENTS/REAPPOINTMENTS AGENDA CAPTION Approve Moving the Following Existing Board Member from Alternate to a Place on the Board: Planning and Zoning Commission — Sally Amendola, Place 2 Zoning Board of Adjustment - Sally Amendola, Place 2 FINANCIAL SUMMARY ®N/A ❑GRANT FUNDS ❑OPERATING EXPENSE [:]REVENUE ❑CI P []BUDGETED []NON -BUDGETED FISCAL YEAR: PRIOR YEAR CURRENT YEAR FUTURE YEAR(S) . TOTALS Proposed Expenditure Amount Encumbered Amount BALANCE FUND(S) TO BE USED: General ❑$ Utility ❑ $ Special ❑ $ BACKGROUND/SUMMARY OF ITEM Sally Amendola has been serving as Alternate on both the Planning and Zoning Commission and the Zoning Board of Adjustment. This approval would move her to Place 2 on both boards. STAFF OPTIONS & RECOMMENDATION Staff recommends approval. List of Supporting Documents/Exhibits Attached: Prior Action/Review by Council, Boards, Commissions or Other Agencies: 21 BANGER *TEXAS COUNCIL AGENDA ITEM AGENDA TYPE ❑ Regular ❑ Special ® Consent Reviewed by Finance ❑ Yes ® Not Applicable ❑ Workshop ❑ Executive ❑ Public Hearing Reviewed by Legal ® Yes ❑ Not Applicable COUNCIL MEETING DATE: SUBMITTED BY: April 15, 2019 City Secretary, Cheryl Price City Manager Reviewed/Approval Initials AV Date MUM ACTION REQUESTED: []ORDINANCE ❑ RESOLUTION ® APPROVAL ❑ CHANGE ORDER ❑ AGREEMENT ❑ APPROVAL OF BID ❑ AWARD OF CONTRACT ❑ CONSENSUS ® APPOINTMENTS/REAPPOINTMENTS AGENDA CAPTION Approve Appointing the Following Citizens to Open Board Positions for a Two -Year Term: Planning and Zoning Commission — Jackie Turner, Place 3 Allen McAlister, Place 4 Zoning Board of Adjustment - Jackie Turner, Place 3 Allen McAlister, Place 4 BACKGROUND/SUMMARY OF ITEM The Board and Commission Applications for Jackie Turner. and Allen McAlister are included as attachments to this item. With Marissa Barrett and Dennis Dillion being elected to City Council and, Sandra Hensley's resignation there are several positions to be filled on these two boards. With the approvals of Jackie Turner, Place 2 and Allen McAlister, Place 4 on both boards, there will still be two vacancies, Place 1 and an Alternate. Jackie Turner also serves on the Park Board. We have consulted with legal as to her serving on two boards and were advised that unless there is a conflict of duties, she could hold both positions. That a Planning and Zoning Member is an Officer of the City, as a Park Board, member she probably is not an officer. In future cases, where a citizen desires to serve on two boards, we would have to look at each situation to determine the factors as to whether the two positions are "incompatible". STAFF OPTIONS & RECOMMENDATION Staff recomunends approval. List of Supporting Documents/Exhibits Attached: Prior Action/Review by Council, Boards, Commissions or Other • Board and Commission Applications for Agencies: Jackie Turner and Allen McAlister. 22 BANGERBOARD AND &ION �wc�e,3 COMAPPLICATION ... -*TEXAS DATE: NAME: Ick.. ADDRESS:3Q3 HOME PHON : BUSINESS PHONE: ��a CELL PHONE:,., !r EMAIL: , Gc- (if retired, describe former occupation or profession): . OCCUPATION (�q �,,�,r� m ' . • 1 Co %Y�YVti2M c �� _ l 1_ YY�Gh� l rti t di l�rci h Y L� Ynavv`' J��a �,�� V,dpwl a-�- t9SV�i YY�GI�Or A45/Y`n)y1Y�r 1�Q8'/O�" � PRIOR SERVICE ON A CITY BOARD/COMMISSION? YES NO IF YES, PLEASE DESCRIBE: ner.AS�i,,,,��k�,1v�j�a,� PLEASE NUMBER EACH BOARD/COMMISSION YOU ARE INTERESTED IN SERVING ON WITH 1 FOR FIRST PREFERENCE, "2" FOR SECOND PREFERENCE, ETC. LEAVE BLANK ANY BOARD/COMMISSION YOU WOULD NOT LIKE TO BE CONSIDERED FOR. PLANNING AND ZONING COMMISSION 5 BOARD OF ADJUSTMENT L PARK BOARD LIBRARY BOARD HISTORICAL COMMISSION 3 4A BOARD 46 BOARD 8 OTHER LIST QUALIFICATIONS INCLUDING PROFESSIONAL AND/OR COMMUNITY ACTIVITIES THAT MAKEYOU A GOOD ` f Pa CANDIDATE FORTHE ABOVE POSITION(S): ew_,A oY, V—a o\ ar1,-e..cva ��`ao\� '�o��„`i�eF.�, �^�-�-,rc� � g GLV �' (6 �.#1 •�. �oo� G\SiS i�w Civrnv,�v+ y c� v r_o� Pw 2. 1 V`pr� Pro° =�b Do you understand that attendanc and active support is required for each appointee? YES NO v Date:�l��� Signature. r RETURN COMPLETED APPLICATION TO CITY SECRETARY 940.45B.7930 1 502 Elm Street I Po Box1729 1 Sanger, ix rbzbb i www.—I19E-le, facebook.com/SangefTexas # @Cityof5anger am 23 R'4� xlw'16-�Z�01? SANGERBOARD AND COMMISSION APPLICATION 'WT eXwa NAME: II PATE: Q ADDR SS: Ls}2� �X -A Val � �/'►I� C HOME PHONE: BUSINESS PHO E: 94[6- CE L PHONE; EMAIL: q © w -7 s� r?S? C� t ey\ MC-Rdin1 Air l; OCCUPATION (if retired, describe former occupation or profession): a k\,--S 'M.IkP711L PRIOR SERVICE ON A CITY BOARD/COMMISSION? YES NO IF YES, PLEASE DESCRIBE: PLEASE NUMBER EACH BOARD/COMMISSION YOU ARE INTERESTED IN SERVING ON WITH "1" FOR FIRST PREFERENCE, 2" FOR SECOND PREFERENCE, ETC, LEAVE BLANK ANY BOARD/COMMISSION YOU WOULD NOT LIKE TO BE CONSIDERED 11 FOR. PLANNING AND ZONING COMMISSION BOARD OF ADJUSTMENT PARK BOARD LIBRARY BOARD , HISTORICAL COMMISSION 4A BOARD 4B BOARD OTHER LIST QUALIFICATIONS INCLUDING PROFESSIONAL AND/OR COMMUNITY ACTIVITIES THAT MAKE YOU A GOOD CANDIDATE FOR THE ABOVE POSITION(S): Do you understand that attendance and active support is required for each appointee? YES NO Signature: � � +� Date: 3 ,/ RETURN COMPLETED APPLICATION TO CITY SECRETARY 940,458.7930 1502 Elm Street I Po Box 1729 1 Sanger, TX 76266 1 www.sangertexas.org ({<! facebool<,com/Sangeffexas }y; CaCityof5anger 24 SANGER Ar T E X AS COUNCIL AGENDA ITEM AGENDA TYPE ® Regular ❑ Special ❑ Consent Reviewed by Finance ❑ Workshop ❑ Executive ❑ Public Hearing Reviewed by Legal ® Yes ❑ Not Applicable ® Yes ❑ Not Applicable COUNCIL MEETING DATE: SUBMITTED BY: April 15.2019 Clayton Gray, Finance Director City Manager Reviewed/Approval Initials Date qI I 11 ACTION REQUESTED: [—]ORDINANCE ❑ RESOLUTION ❑ APPROVAL ❑ CHANGE ORDER ❑ AGREEMENT ❑ APPROVAL OF BID ® AWARD OF CONTRACT ❑ CONSENSUS ❑ REAPPOINTMENTS [:]OTHER EXPLAIN: AGENDA CAPTION Consider, Discuss, and Possibly Approve the Agreement for Banking Services with First United Bank, and the Form of Custodial and Safekeeping Agreement Set Forth in the Proposal, and Authorize the City Manager to Sign Both, and Any Other Administrative Documents Necessary to Give Full Effect to the Selection of the Bank as the Cit 's De ository Bank FINANCIAL SUMMARY ®N/A ❑GRANT FUNDS ❑OPERATING EXPENSE ❑REVENUE ❑CIP ❑BUDGETED ❑NON -BUDGETED FISCAL YEAR: PRIOR YEAR CURRENT YEAR FUTURE YEAR(S) TOTALS Proposed Expenditure Amount Encumbered Amount BALANCE FUND(S) TO BE USED: General ❑$ Utility ❑ $ Special ❑ $ BACKGROUND/SUMMARY OF ITEM City Council approved issuing an RFP for bank depositor services on January 22, 2019. One response was received from the City's current bank, First United Bank. Under the proposal, both the availability of services and the cost to the city for bank services would remain unchanged. Interest rates paid to the City on all accounts would increase under the proposal. On Monday, March 4, 2019, City Council approved the proposal for bank depository services from First United Bank and Trust and directed the City Manager to notify the proposer and negotiate the Bank Depository Services Agreement for Council award and approval. The Agreement has been reviewed by the City's legal counsel. STAFF OPTIONS & RECOMMENDATION Staff recommends that City Council approve the Agreement. List of Supporting Documents/Exhibits Attached: • Agreement for Banking Services Prior Action/Review by Council, Boards, Commissions or Other Agencies: City Council approval of proposal 25 City of Sanger AGREEMENT FOR BANKING SERVICES STATE OF TEXAS COUNTY OF Denton This Agreement For Banking Services is made and entered into by and between the CITY OF SANGER, TEXAS, a Home Rule City, (hereinafter referred to as "City"), and FIRST UNITED BANK AND TRUST COMPANY, (hereinafter referred to as "Bank"), which shall hereby serve as the primary bank depositary for the City for the period of May 1, 2019, through April 30, 2022, with an option to renew for two (2) additional 12-month periods upon mutual agreement by both parties as to terms and conditions. In no instances may the contract be renewed past April 30, 2024. PROVISION OF SERVICES: I. The Bank shall act as the primary depository of the City of Sanger, Texas, qualifying as such depository by pledging sufficient securities acceptable to the City for all funds deposited with the Bank by the City. Any collateral securing the City's deposits shall consist only of those investment securities authorized by the City's Investment Policy. Additionally, any pledged securities, as well as securities owned by the City, shall be held in safekeeping with an independent third -party under a separate Custodial and Safekeeping Agreement. II. The Bank shall act as the depository of the City, thereby maintaining receipts, disbursements and the balances of individual funds of the City and shall prepare for the City monthly bank statements of the individual accounts within two (2) working days after the close of the calendar month. -Additionally, the Bank shall provide or make available to the City daily balance reports of the individual accounts via Internet on-line Banking Services. III. The City's accounts at the Bank shall be as follows: Pooled Cash, GF Contingency, GF Equipment Replacement, GF Debit I&S, EF Contingency Reserve, Electric Storm Recoveryl96 & 99 Reserve, EF Equipment Replacement, EF Debt I&S, Employee Benefits Trust, 4B Board, EF 2013 Bond Proceeds, Waste Water Capital Improv., Water Cap Improv., Sewer Capital Improv. Other accounts may be added as needed. IV. The average expected amount on deposit at Bank, not including Certificates of Deposit, at any one time is $25,000,000.00. The market value of the securities pledged shall be at least one hundred two percent (102%) of bank balances at all times. In the event that the City's amount on deposit increases due to additional accounts or Certificates of Deposit, the Bank agrees to pledge additional securities in an amount sufficient to cover at least one hundred two percent (102%) of bank balances at all times. c V. The Bank shall provide notification to the City, verbally, in writing, or via the Internet On-line Banking Services within twenty-four (24) hours of receipt of incoming and outgoing wire transfers and ACH transactions. VI. The Bank officers shall be assigned to the City's accounts; Primary: Greg Farrow, Sanger Market President Secondary: Angela Graves, Treasury Management Officer VIl. All accounts maintained by the Bank for the City that are eligible to earn interest shall bear interest at an annual rate in accordance with the Bank's prevailing rates for specific account structures. Interest shall be deposited no less frequently than monthly. There shall be no fees charged for any services provided to the City or to any of the City accounts during the term of this agreement. Certificates of Deposit will be priced on a case - by -case basis. VIII. The Sanger, Texas, Request for Proposals Bank Depository Services dated January 23, 2019, RFP #19.1 ("RFP"), and the Bank's Proposal for Banking Services ("Proposal") in response thereto with all dates revised by agreement with the City beginning with a start date of May 1, 2019 are incorporated herein by reference and made part hereof for all purposes, the same as if copied in full herein. The Bank shall provide the services as required by the RFP and accepted by the Proposal. Where there is conflict between the two, if any, the requirements of the RFP shall prevail and be binding upon Bank. Bank hereby agrees to all the terms and conditions and requirements for banking services stated in.the RFP. IX. This agreement may be terminated by either the City or the Bank by giving sixty (60) days prior written notice to the parties. This agreement may not be changed, varied or altered, except by an instrument in writing, duly executed on behalf of the City and the Bank. EXECUTED as of this day of , 2019, effective [signatures on following page] 27 City of Sanger, Texas By: City Manager ATTEST: City Secretary First United Bank and Trust Company Name: Title: ATTEST: Date: Date: SANGER *TEXAS COUNCIL AGENDA ITEM AGENDA TYPE ® Regular ❑ Special ❑ Consent Reviewed bLFinance ® Yes I ❑ Not Applicable ❑ Workshop ❑ Executive ❑ Public Reviewed ❑ Yes I ® Not Applicable Hearin COUNCIL MEETING DATE: SUBMITTED BY: Shani Bradshaw, Economic Development Director April 15, 2019 City Manager Reviewed/Approval Initials Date w 1 ( l ACTION REQUESTED: ❑ORDINANCE ❑ RESOLUTION ® APPROVAL ❑ CHANGE ORDER FIAGREEMENT n APPROVAL OFD ❑AWARD OF CONTRACT REAPPOINTMENTS ❑OTHER EXPLAIN ❑ CONSENSUS ❑ REAP AGENDA CAPTION Consider, Discuss, and Possibly Act on Authorizing the 4A Industrial Development Corporation to Pay the Remaining Debt of $280,503.75 on the Warehouse Located at 103 Bolivar Street, Sanger, Texas FINANCIAL SUMMARY ❑N/A ❑GRANT FUNDS []OPERATING EXPENSE ❑REVENUE ❑CIP []BUDGETED ❑ NON -BUDGETED PRIOR CURRENT FUTURE FISCAL YEAR: YEAR YEAR YEAR(S) TOTALS proposed Expenditure Amount Encumbered Amount BALANCE FUNDS) TO BE USED: General ❑$ Utility El$ Special ❑ $ BACKGROUND/SUMMARY OF ITEM The 4A Industrial Development Corporation entered into a loan agreement on June 5, 2009 in the amount of $660,000.00, As of to date, the pay-off amount is $280,938.37. The current interest rate (ITR) on the loan is Total interest this year is $4,497.55. Interest paid last year 4.6%, with a maturity date being June 5, 2024. paid was $15,015.24. Estimated interest saved on early pay-off: $52,000. 4A's current cash balance: $1,276,917. STAFF OPTIONS & RECOMMENDATION List of Supporting Documents/Exhibits Attached: Prior Action/Review by Council, Boards, Commissions or Other Agencies: On Tuesday, April 2, 2019, the 4A 4A Industrial Development Corporation Financial Statement, Board approved to pay off the loan on the warehouse Loan Document and Sales Tax located at 103 Bolivar Street. Report. 29 4/9/2010 0 More details for Loan *2034 Nickname Enter Nickname 1 Owner LON account Type Loan Date opened 6/5/2009 Credit Limit $0.00 payoff Amount $280,938.37 Interest Rate (ITR) 4.6% Amount of Next Payment $5,105.56 Date of Next Payment 5/5/2019 Interest Paid This Year $4,497.55 Interest Paid Last Year $15,015.24 Interest Accrued, Not Yet Paid $143.52 Maturity Date 6/05/2024 Original Loan Amount $660,000.00 Digital Banking More Options ACH Info Full Account Number ACH Routing Number hitps:llpbsltx•secure•fundsxpress.comlfxweblappl#Iaccountsldetallsll636024OAransactions 30 1(1 Sanger Texas Industrial Development Corporation Fund 4A March 31, 2019 Percent Budget Actual of Budget Revenue Sales Tax 385,000 211,496 55% Interest Income 1,750 2,716 155% AEP Energy Partners 10,000 Transfer from 4B 25,000 - 0% Total Revenue 411,750 224,213 54% Expenditures Salaries &Benefits 129,576 51,111 39% Supplies & Materials 17,600 7,211 41% Maintenance & Operations 5,880 460 8% Contract Services 48,250 525 1% Utilities 2,100 - 0% Capital Outlay $0 $0 Debt Service 61,267 30,633 50% Total Expenditures 264,673 89,941 34% Revenues Over Expenditures 147,077 134,272 Cash in Bank- First United 356,348 Cash in Bank - Prosperity 351,746 Money Market 473,773 Certificate of Deposit 95,050 Total Cash 1,276,917 31 4A Pv 4B SALES TAX REVENUE 203 20-1-4 --20-15 --20-16 --20_17 OCT 3,310 5,572 26,843 29,528 "2 36,117 5,425 NOV -28,06,F ---2-8,823 -31,897 36,744 36,725 32 951 -6E-C 25,854 27, 350 30,055 37,133 2 6 9 32,C6; 3 AN 24,097 23,8 41,810 28,916 86 32,386 K-42, 4 2 6 4 34,264 3 -403 FEB 26,189 27,381 35,203 3 8 5 48,966 --f-j-,635 -22,628 4 -29088 2 32,7D 2 428 2,428 . . ... W-pR- --15-,163 27,445 -29,329 8 0 28,440 ...... .. ........ ........... ...... ...... r-­­-� ...... . . . . . ...................... MAY 37,356 641 34,A01 42,345 39,427 9 . . ... ..-- - -.. , jUN 28,181 - 26,167 2 9,030 32,746 30,853 811 31,811 .. ..... . ... .... .. ... ... ... ;: JUL 27,420 27,800 3!), au P-,802 3 .... ........ WU -G ---2-9,546 35A87 37,628 42,725 39661F 9 . . ......... .... ........... . SEP 33,366 38,361 80 38,280 3 3 2 ..... .......... . TOTAL --31-5,055 334,755 3914,087 435,519 loo 436,100 .2 6 11;496 Piz nnn BUDGET 250,000 SUUUUU Izuuuu auz,au. -,- TOTAL REVENUE 2013-2018 2012 $301jeo 2013 $315,()55 2014 $334,755 2015 $386,739 2016 $391,082 2017 $435,610 2018 $436,00 Zulu 32 SANGER 4r or r V e s rnuNC11, AGENDA ITEM AGENDA TYPE ® Regular ❑ Special,❑ Consent Reviewed by Finance ❑ Yes ® Not Applicable ❑Yes ❑ Not Applicable ❑ Workshop ❑ Executive ❑ Public Hearing Reviewed by Legal COUNCIL MEETING DATE: SUBMITTED BY: April 15, 2019 City Engineer Tracy A. LaPiene, P.E. City Manager Reviewed/Approval Initials *C- Date k ( ( ACTION REQUESTED: ®ORDINANCE ❑ RESOLUTION ❑ APPROVAL ❑AWARD OF CONTRACT ❑ CHANGE ETMENTS ❑ CONS ❑ REAPPOINTMENTS ❑OTHEREXPLAINTD AGENDA CAPTION Consider, Discuss and Possibly Act on Ordinance 904-09-19 Approving Amendments to Chapter 10 Subdivision Regulation Exhibit A Subdivision Ordinance Section 6.02b Pavement Thickness Requirements; Providing for a Severability Clause, Penalty of Fine, and an Effective Date. FINANCIAL SUMMARY ®N/A ❑GRANT FUNDS ❑OPERATING EXPENSE ❑REVENUE ❑CIP []BUDGETED ❑ NON -BUDGETED PRIOR CURRENT FUTURE FISCAL YEAR: YEAR YEAR YEARS TOTALS Proposed Expenditure Amount Encumbered Amount BALANCE FUND(S) TO BE USED: General ❑$ Utility ❑ $ Special ❑ $ BACKGROUND/SUMMARY OF ITEM As part of the review of City Ordinances, it is prudent to amend certain Chapters of the Code to be consistent with best design criteria, construction standards, and practices. Chapter 10, Exhibit A, Section 6: Improvements Section 6.02 of the Code, Street Paving - Concrete had been adopted in 2008. This ordinance has been presented to revise the concrete pavement thickness, strength and subgrade stabilization to be in line with general practice in the area. A more thorough evaluation of Section 6: Improvements is anticipated at a later date. STAFF OPTIONS & RECOMMENDATION Staff recommends approval. List of Supporting Documents/Exhibits Attached: Prior Action/Review by Council, Boards, Commissions or • Ordinance #04-09-19 Other Agencies: • Ordinance #04-09-19 (Redline) • Exhibit 1 - Municipal Comparisons 33 ORDINANCE # 04-09-19 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, DENTON COUNTY, TEXAS, AMENDING CHAPTER 10 SUBDIVISION REGULATION EXHIBIT A SUBDIVISION ORDINANCE SECTION 6.02E PAVEMENT THICKNESS REQUIREMENTS, PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING FOR A SEVERABILITY CLAUSE; PROVIDING FOR A PENALTY OF FINE IN ACCORDANCE WITH SECTION 1.109 OF THE CODE OF ORDINANCE FOR VIOLATIONS; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, it is the intent of the City Council to protect the public health, safety, and welfare; and WHEREAS, as part of the review of City Ordinances, it is necessary to amend certain Chapters of the Code to be consistent with best construction practices; and NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: SECTION 1. That Chapter 10 SUBDIVISION REGULATION Exhibit A SUBDIVISION ORDINANCE Section 6: M'ROVEMENTS 6.02 Street Paving — Concrete B. PAVEMENT THICKNESS REQUIREMENTS is hereby amended revising all of the following Articles and Sections within said Chapter to read as follows: B. Pavement Thickness Requirements The following specifies minimum standards required for the pavement and subgrade design for roadways and alleys within the City. These minimum standards are not intended to replace the professional judgment of the Geotechnical Engineer for any specific project. The standards may need to be expanded or modified on a case by case basis as determined necessary and appropriate by the Geotechnical Engineer, and as approved by the City Engineer. All roadways and alleys shall have a geotechnical investigation and pavement and subgrade design performed. Results of the geotechnical investigations, engineering analyses, and recommendations shall be presented in a Geotechnical Report for Roadways ("Report"). The Report and any subsequent re-evaluations of supplemental reports shall be signed and sealed by a Licensed Professional Engineer in the State of Texas trained and qualified to provide geotechnical engineering analysis and pavement and subgrade design recommendations. (1) Residential/Local Street Residential/Estate Street and Alley Construction The subdivider shall, at his own cost and expense, pay for constructing all residential streets and alleys within his subdivision and one-half (1/2) of all existing and/or proposed perimeter streets. Monies for the construction of the one- half (1/2) street shall be placed in an escrow account if the construction of the street is to be deferred to a later date. A six inch (6") thickness of three thousand six hundred (3,600) p.s,i, reinforced concrete pavement on a compacted sub -base shall be required. All steel reinforcing 34 shall be deformed No. 3 bars on eighteen inch (18") center both ways or No. 4 bars on twenty-four inch (24") centers both ways. Where the plasticity index of the soil is twelve (12) or greater, stabilization of the sub -grade, eight inches (8") thick with six percent (6%) hydrated lime by weight, shall be required. Compaction of the lime stabilized sub -grade shall be according to the Standard Specifications, Division 4, Item 4.6., [Section] 4.6.4(d). Unless otherwise approved by City, the concrete shall be placed using either forms or slipform paver. Concrete strength shall be increased to four thousand (4,000) p.s.i. for hand poured concrete. Any proposed pavement section of lesser thickness or alternate materials shall be fully documented by the design engineer to substantiate the fact that such alternate will provide an equivalent capacity for the pavement noted above and must be approved by the city. (2) Collector Commercial or Industrial Street and Alley Construction The subdivider shall, at his own cost and expense, pay for constructing all streets and alleys within his subdivision and one-half (1/2) of all existing and/or proposed perimeter streets. Monies for the construction of the one-half (1/2) street shall be placed in an escrow account if the construction of the street is to be deferred to a later date. Collector streets and alleys shall, at a minimum, be designed and constructed with eight -inch (8") thickness of four thousand (4,000) p.s.i. reinforced concrete pavement on a compacted sub -base. All steel reinforcing shall be deformed No. 4 bars on eighteen inch (18") centers both ways. Where the plasticity index of the soil is twelve (12) or greater, stabilization of the sub -base with an eight inch (8") thickness of six percent (6%) hydrated lime by weight will be required. Compaction of the lime stabilized sub -grade shall be according to the Standard Specifications, Division 4, Item 4.6., Section 4.6.4(d). Unless otherwise approved by City, the concrete shall be placed using either forms or slipform paver. Concrete strength shall be increased to four thousand five hundred (4,500) p.s.i. for hand poured concrete. Any proposed pavement section of lesser thickness or alternate materials shall be fully documented by the design engineer to substantiate the fact that such alternate will provide an equivalent capacity for the pavement noted above and must be approved by the city. (3) Major or Secondary Thoroughfare Construction On roadways, adjacent to the proposed subdivision, that are designated to be major or secondary thoroughfares (except Class A Loop Highway), the subdivider shall be required to construct, at his own cost and expense, one-half (1/2) of the street section, up to a width of twenty-four feet (24% measured to face of curbs, with integral curbs on each side. 35 Where thoroughfares traverse a subdivision, the subdivider shall be required, at his own cost and expense, to construct a twenty-four foot (24') wide section on each side of the roadway. Thoroughfares shall be designed and constructed with a nine inch (89") thickness of four thousand (4,000) p.s.i. reinforced concrete pavement on a compacted sub- base. All steel reinforcing shall be deformed No. 4 bars at eighteen inch (18") centers both ways. Where the plasticity index of the soil is twelve (12) or greater, stabilization of the sub -grade, ten inches (610") thick with six percent (6%) hydrated lime by weight, shall be required. Compaction of the lime stabilized sub -grade shall be according to the Standard Specifications, Division 4, Item 4.6., Section 4.6.4(d). Unless otherwise approved by City, the concrete shall be placed using either forms or slipform paver. Concrete strength shall be increased to four thousand five hundred (4,500) p.s.i. for hand poured concrete. Any proposed pavement section of lesser thickness or alternate materials shall be fully documented by the design engineer to substantiate the fact that such alternate will provide an equivalent capacity for the pavement noted above and must be approved by the city. SECTION 2. All ordinances or parts of ordinances in conflict herewith are, to the extent of such conflict, hereby repealed. SECTION 3. It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, phrases and words of this Ordinance are severable and, if any word, phrase, clause, sentence, paragraph, or section of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining portions of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this Ordinance of any such unconstitutional word, phrase, clause, sentence, paragraph, or section. SECTION 4. Any person, firm or corporation who shall violate any of the provisions of this article shall be guilty of a misdemeanor and upon conviction shall be fined in accordance with the general penalty provision found in The Code of Ordinances, Section 1.109 General Penalty for Violations of Code. SECTION 5. This ordinance will take effect immediately from and after its passage and the publication of the caption, as the law and Charter in such cases provide. 36 DULY PASSED, APPROVED AND ADOPTED by the City Council of the City of Sanger, Texas, on this day of APPROVED: Thomas E. Muir, Mayor ATTEST: Cheryl Price, City Secretary 37 ORDINANCE # 04-09-19 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, DENTON . COUNTY, TEXAS, AMENDING CHAPTER 10 SUBDIVISION REGULATION EXHIBIT A SUBDIVISION ORDINANCE SECTION 6.02E PAVEMENT THICKNESS REQUIREMENTS; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING FOR A SEVERABILITY CLAUSE; PROVIDING FOR A PENALTY OF FINE IN ACCORDANCE WITH SECTION 1.109 OF THE CODE OF ORDINANCE FOR VIOLATIONS; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, it is the intent of the City Council to protect the public health, safety, and welfare; and WHEREAS, as part of the review of City Ordinances, it is necessary to amend certain Chapters of the Code to be consistent with best construction practices; and NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: SECTION 1. That Chapter 10 SUBDIVISION REGULATION Exhibit A SUBDIVISION ORDINANCE Section 6: IMPROVEMENTS 6.02 Street Paving — Concrete B. PAVEMENT THICKNESS REQUIREMENTS is hereby amended revising all of the following Articles and Sections within said Chapter to read as follows: B. Pavement Thickness Requirements The following specifies minimum. standards required for the pavement and subgrade design for roadways and alleys within the City. These minimum standards are nat intended to replace the professionai.judgme it of the Geotechnical Engineer for any specific pro,}eet. The standards may need to be expanded or modified on a .case by case basis.as determined necessary and appropriate by the Geotechnical Engineer; and as approved by the City Engineer: All roadways and alleys shall have a geotechnical investigation and pavement and subgrade design performed. Results of the geotechnical investigations, engineering analyses, and recommendations shall be presented in a Geotechnical Report for Roadways ('Report") The Report and any subsequent re-evaluations or supplemental reports shall be signed and sealed by a Licensed Professional Engineer in the State of Texas trained and qualified_ to provide geotechnical engineering analysis and pavement and subgrade design recommendations. (1) Residential/Local Street Residential/Estate Street and Alley Construction The subdivider shall, at his own cost and expense, pay for constructing all residential streets and alleys within his subdivision and one-half (1/2) of all existing and/or proposed perimeter streets. Monies for the construction of the one- half (1/2) street shall be placed in an escrow account if the construction of the street is to be deferred to a later date. A six inch (6") thickness of three thousand six hundred (;$99 3,600) p.s.i. reinforced concrete pavement on a compacted sub -base shall be required. 8.ffi.'d-mx 38 inb, (611) thiekness will be . investigation er design eale l tions: All steel reinforcing shall be deformed No. 3 bars on eighteen inch (18") center both ways or No. 4 bars on twenty-four inch (24") centers both ways. Where the plasticity index of the soil is twelve (12) or greater, stabilization of the sub -grade, sit eight inches (6 8 ") thick with six percent (6%) hydrated lime by weight, shall be required. Compaction of the lime stabilized sub -grade shall be according to the Standard Specifications, Division 4, Item 4.6., [Section] 4.6.4(d). Unless otherwise approved by City, the concrete shall be placed using either forms or slipform paver. Concrete strength shall be increased to four thousand (4,000) p.s.i, for hand poured concrete. Any proposed pavement section of lesser thickness or alternate materials shall be fully documented by the design engineer to substantiate the fact that such alternate will provide an equivalent capacity for the pavement noted above and must be approved by the city. (2) Collector Commercial or Industrial Street and Alley Construction The subdivider shall, at his own cost and expense, pay for constructing all streets and alleys within his subdivision and one-half (1/2) of all existing and/or proposed perimeter streets. Monies for the construction of the one-half (1/2) sheet shall be placed in an escrow account if the construction of the street is to be deferred to a later date. Collector streets and alleys shall, at a minimum, be designed and constructed with eight -inch (8") 1' thickness of four-t#ree thousand f� (3—,508 4,000) p.s.i. reinforced concrete pavement on a compacted sub -base. All steel reinforcing shall be deformed No. 3 4 bars on eighteen inch (18") centers both ways. Where the plasticity index of the soil is twelve (12) or greater, stabilization of the sub -base with an si,* eight inch (g 8") thickness of six percent (6%) hydrated lime by weight will be required. Compaction of the lime stabilized sub -grade shall be according to the Standard Specifications, Division 4, Item 4.6., Section 4.6.4(d). Unless otherwise approved by City, the concrete shall be placed using either forms or slipform paver' Concrete strength shall be increased to four thousand five hundred (4,500) p.s.i. for hand poured concrete: Any proposed pavement section of lesser thickness or alternate materials shall be fully documented by the design engineer to substantiate the fact that such alternate will provide an equivalent capacity for the pavement noted above and must be approved by the city. (3) Major or Secondary Thoroughfare Construction On roadways, adjacent to the proposed subdivision, that are designated to be major or secondary thoroughfares (except Class A Loop Highway), the subdivider shall be required to construct, at his own cost and expense, one-half (1/2) of the s re9et section, up to a width of twenty-four feet (24'), measured to face of curbs, with integral curbs on each side. Where thoroughfares traverse a subdivision, the subdivider shall be required, at his own cost and expense, to construct a twenty-four foot (24') wide section on each side of the roadway. S9"h inc h nine i n a Thoroughfares shall be designed and constructed with an-eigl� ( thickness of three four thousand fiver wed (-1,500 4,000) p.s.i. reinforced concrete pavement on a compacted sub -base. All steel reinforcing shall be deformed No. 3 4 bars at twenty4 '' (24°) eighteen inch (18") centers both ways. Where the plasticity index of the soil is twelve (12) or greater, stabilization of the sub -grade, si} ten inches (g 1011) thick with six percent (6%) hydrated lime by weight, shall be required. Compaction of the lime stabilized sub -grade shall be according to the Standard Specifications, Division 4, Item 4.6., Section 4.6.4(d). Unless otherwise approved by City, the concrete shall be placed using either forms or slipforni paver. Conerete strength shall be increased to four thousand five hundred (4,500) p.s.i. for hand poured concrete. Any proposed pavement section of lesser thickness or alternate materials shall be fully documented by the design engineer to substantiate the fact that such alternate will provide an equivalent capacity for the pavement noted above and must be approved by the city. SECTION 2. All ordinances or parts of ordinances in conflict herewith are, to the extent of such conflict, hereby repealed. SECTION 3. It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, phrases and words of this Ordinance are severable and, if any word, phrase, clause, sentence, paragraph, or section of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining portions of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this Ordinance of any such unconstitutional word, phrase, clause, sentence, paragraph, or section. SECTION 4. Any person, firm or corporation who shall violate any of the provisions of this article shall be guilty of a misdemeanor and upon conviction shall be fined in accordance with the general penalty provision found in The Code of Ordinances, Section 1.109 General Penalty for Violations of Code. SECTION 5. This ordinance will take effect immediately from and after its passage and the publication of the caption, as the law and Charter in such cases provide. .E1 DULY PASSED, APPROVED AND ADOPTED by the City Comicil of the City of Sanger, Texas, on this day of 3 APPROVED: Thomas E. Muir, Mayor ATTEST: Cheryl Price, City Secretary 41 -------------------------------- N N N --------------------------------- 0 tt 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 o a3i ai + a a a a u a u a u a u a u a u a u a u a u a u a u s u u m 0 0 a 0 0 0 0 4 0 O O D D O D O O O D E co 0o 0o d N 00 a-i co ri 00 ri 00 .-iLO 00 00 00 00 00 00 00 u L 14 @aa e-0 .-I p (7 (, ch p C!7 @@1@ @ @j@j @i@!@7@J @1@7@} @J@J 40- VI h V7 ul Vl V} L y L N L V1 L �/% ✓! L V) L L ��„ L a u L m m m m m m m m m m m m m m m m ro .0 m M CJ m .a t1 a u! 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W Au 42 SANGER *TEXAS COUNCIL AGENDA ITEM AGENDA TYPE M Regular ❑ Special ❑ Consent Reviewed by Fniance ❑ Yes M Not Applicable ❑ Yes M Not Applicable ❑ Workshop ❑ Executive ❑ Public Hearing Reviewed by Legal COUNCIL MEETING DATE: SUBMITTED BY: April 15, 2019 Ramie Hammonds, Development Services Director City Manager Reviewed/Approval Initials Date 1� ACTION REQUESTED: ❑ORDINANCE ❑ RESOLUTION M APPROVAL ❑ CHANGE ORDER ❑ AGREEMENT ❑ APPROVAL OF BID ❑ AWARD OF CONTRACT ❑ CONSENSUS ❑ REAPPOINTMENTS AGENDA CAPTION Consider, Discuss and Possibly Acton Ordinance # 04-10-19 - Amending Chapter 3 of the Code of Ordinances, Article 3.100 "Building Inspection Department Established", Article 3.200 "Building Code", Article 3.300 "Plumbing Code", Article 3.400 "Mechanical Code", Article 3.500 `Electrical Code", "Energy Conservation Code", Article Article 3.600 "International Residential Code" Article 3.2500 3.2600 "Fuel Gas Code", Article 3.2700 "International Existing Building Code", Article 3.2400 "Model Home Standards" and Adopting Article 3.2900 "Swimming Pool and Spa Code", Article 3.3000 "Model Home Guidelines" FINANCIAL SUMMARY MN/A ❑GRANT FUNDS ❑OPERATING EXPENSE ❑REVENUE ❑CI P ❑BUDGETED []NON -BUDGETED FISCAL YEAR: PRIOR YEAR CURRENT YEAR FUTURE YEARS TOTALS Proposed Expenditure Amount Encumbered Amount BALANCE FUNDS) TO BE USED: General ❑$ Utility ❑ $ Special ❑ $ 43 BACKGROUND/SUMMARY OF ITEM Staff is proposing several amendments and updates to Chapter 3 (Building Regulations) of the Code of Ordinances. The most significant changes are as follows: • Adopt the 2015 Edition of the International Building Code as published by the International Code Council; adopt local amendments; • Adopt the 2015 Edition of the International Plumbing Code as published by the International Code Council; adopt local amendments; • Adopt the 2015 Edition of the International Mechanical Code as published by the International Code Council; adopt local amendments; • Adopt the 2014 Edition of the National Electric Code as published by the International Code Council; adopt local amendments; • Adopt the 2015 Edition of the International Residential Code as published by the International Code Council; adopt local amendments; • Adopt the 2015 Edition of the International Energy Conservation Code as published by the International Code Council; adopt local amendments; • Adopt the 2015 Edition of the International Fuel Gas Code as published by the International Code Council; adopt local amendments; • Adopt the 2015 Edition of the International Existing Building Code as published by the International Code Council; adopt local amendments; • Adopt the 2015 Edition of the International Swimming Pool and Spa Code as published by the International Code Council; • Adopt model home standards. STAFF OPTIONS & RECOMMENDATION Staff recommends that City Council approve Ordinance # 04-10-19 List of Supporting Documents/Exhibits Attached: Prior Action/Review by Council, Boards, Commissions or Other • Ordinance # 04-10-19 Agencies: N/A M ORDINANCE H04-10-19 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS AMENDING CHAPTER 3 OF THE CODE OF ORDINANCES, ARTICLE 3.100 'BUILDING INSPECTION DEPARTMENT ESTABLISHED", ARTICLE 3.200 "BUILDING CODE", ARTICLE 3.300 "PLUMBING CODE", ARTICLE 3.400 "MECHANICAL CODE", ARTICLE 3.500 "ELECTRICAL CODE", ARTICLE 3.600 "INTERNATIONAL RESIDENTIAL CODE" 3.2500 "ENERGY CONSERVATION CODE", ARTICLE 3.2600 "FUEL GAS CODE", ARTICLE 3.2700 "INTERNATIONAL EXISTING BUILDING CODE" AND ADOPTING ARTICLE 3.2900 "MODEL HOME GUIDELINES" AND ARTICLE 3.3000 "INTERNATIONAL SWIMMING POOL AND SPA CODE; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT;- PROVIDING A SEVERABILITY CLAUSE; PROVIDING FOR A PENALTY; AND PROVIDING FOR AN EFFECTIVE DATE. NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: Section 1. That Chapter 3 of the Code of Ordinances, City of Sanger, Texas is hereby amended to read as follows: ARTICLE 3.100 BUILDING INSPECTION DEPARTMENT ESTABLISHED (a) There is hereby established a building inspection department to enforce the building codes adopted by the City of Sanger, Texas, to insure and safeguard life and limb,.health, property and public welfare. (b) There is hereby established a position of building official to be head of said division, who shall be solely responsible for all matters relative to construction, inspection and enforcement of these codes. The building official of this city shall be appointed by the City Manager or his or her designee, and shall have the powers and duties prescribed for the "Building Official" by the International Building Code. (c) The building official shall be responsible for the issuance of citations to any person, firm or corporation which is found to be in violation of any building codes or city ordinances, after all other attempts to correct the problem have failed. ARTICLE 3.200 BUILDING CODE See.3.201 Adopted The International Building Code, 2015 Edition as published by the International Code Council is hereby adopted for the purpose of establishing rules and regulations for the construction, erection, alteration, moving, demolition, repair, use, and occupancy of any building or structure within the city. One (1) copy of said code is incorporated herein by reference and shall be kept on file in the office of the building official. Those portions of said code pertaining to building and construction fees shall be amended to read as set forth in the fee schedule found in the appendix of this code. K Sec.3.202 Arnendments **The references in the following sections of the 2015 International Building Code to square feet of fire areas are amended to read "6,000 square feet," to wit: §§903.2.1.1(1), 903.2.1.3(1), 903.2.1.4(1), and 903.2.3(1) **Section 101.4; change to read as follows: 101.4 Referenced codes. The other codes listed in Sections 101.4.1 through 101.4.8 and referenced elsewhere in this code, when specifically adopted, shall be considered part of the requirements of this code to the prescribed extent of each such reference. Whenever amendments have been adopted to the referenced codes and standards, each reference to said code and standard shall be considered to reference the amendments as well. Any reference to NFPA 70 or the Electrical Code shall mean the Electrical Code as adopted. **Section 101.4.8; add the following: 101.4.7 Electrical. The provisions of the Electrical C o d e shall apply to the installation of electrical systems, including alterations, repairs, replacement, equipment, appliances, fixtures, fittings and appurtenances thereto. **Section 103 and 103.1 amend to insert the Department Name SECTION 103 BUILDING INSPECTIONDEPARTMENT OF TIM CITY OF SANGER 103.1 Creation of enforcement agency. The Building Inspection Department of the City of Sanger is hereby created and the official in charge thereof shall be known as the building official. **Section 105.2; under sub -title entitled "Building" delete items 2, and 10 and renumber as follows: Building: 1. (Unchanged) 2. Delete this exemption 3-: 2.(Unchanged) 4: 3.(Unchanged) --, 4.(Unchanged) 6: 5.(Unchanged) -7 6.(Unchanged) S 7.(Unchanged) 9. 8.(Unchanged) 10. Delete this exemption 41 -9.(Unchanged) 42'r 10.(Unchanged) we 4-3-: 11, (Unchanged) "Section 109; add Section 109.7 to read as follows: 109.7 Re -inspection Fee. A fee as established by city council resolution may be charged when: 1. The inspection called for is not ready when the inspector arrives; 2. No building address or permit card is clearly posted; 3. City approved plans are not on the job site available to the inspector; 4. The building is locked or work otherwise not available for inspection when called; 5. The job site is red -tagged twice for the same item; 6. The original red tag has been removed from the job site. 7. Failure to maintain erosion control, trash control or tree protection. Any re -inspection fees assessed shall be paid before any more inspections are made on that job site. **Section 109; add Section 109.8, 109.8.1, 109.8.2 and 109.9 to read as follows: 109.8 Work without a permit. 109.8.1 Investigation. Whenever work for which a permit is required by this code has been commenced without first obtaining a permit, a special investigation shall be made before a permit may be issued for such work, 109.9 Unauthorized cover up fee. Any work concealed withoutfirst obtaining the required inspection in violation of Section 110 shall be assessed a fee as established by the city fee schedule. **Section 110.3.5; Delete exception **Section 202; amend definition of Ambulatory Care Facility as follows: AMBULATORY CARE FACILITY. Buildings or portions thereof used to provide medical, surgical, psychiatric, nursing or similar care on a less than 24-hour basis to individuals who are rendered incapable of self-preservation by the services provided. This group may include but not be limited to the following: - Dialysis centers - Sedation dentistry - Surgery centers - Colonic centers - Psychiatric centers **Section. 202; add definition of Assisting Living Facilities to read asfollows. ASSISTED LIVING FACILITIE S. A buildi.ngorpartthereofhousingpersons, ona24-hour basis, who because of age, mental disability or other reasons, live in a supervised residential 47 environment which provides personal care services. The occupants W'e capable of responding to are emergency situation without physical assistance from staff **Section 202; change definition of "Atrinnn." as follows: ATRIUM. An opening connecting three or more stories... Balance remains unchanged **Section 202; antend definition to read as follows: HIGH-RISE BUILDING. A building with an occupied floor located more than 55 feet (16764 mm) above the lowest level of fire department vehicle access. **Section 202; antend definition to read asfollows: REPAIR GARAGE. A building, structure or portion thereof used for servicing or repairing motor vehicles. This occupancy shall also include garages involved in minor repair, modification and servicing of motor vehicles for items such as lube changes, inspections, windshield repair or replacement, shocks, minor part replacement and other such minor repairs. **Section 202; amend definition to read as follows: SPECIAL INSPECTOR. A qualified person employed or retained by an approved agency who shall prove to the satisfaction of the registered design professional in responsible charge and the Building Official as having the competence necessary to inspect a particular type of construction requiring special inspection. **Section 303.1.3; add a sentence to read as follows: 303.1.3 Associated with Group E occupancies. A room or space used for assembly purposes that is associated with a Group E occupancy is not considered a separate occupancy, except when applying the assembly requirements of Chapter 10 and 11. **Section 304J, add thefollowing to the list of occupancies: Fire stations Police stations with detention facilities for 5 or less **Section 30ZI; add the following sentence to Exception 4: 4. Cleaning establishments... (text unchanged) ...with Section 707 or 1-hour horizontal assemblies constructed in accordance with Section 711 or both. See also 1FC Chapter 21, Dry Cleaning Plant provisions. **Section 403.1, Exception 3; change to read as follows: 3. Open air portions of buildings [remainder unchanged] **Section 403.3, Exception; delete item 2 **Section 403.3.3.2 change to read as follows: [F] 403.3.2 Water supply to required fire pumps. In buildings that are more than 420 120 feet (36.5 m) in building height, required fire pumps shall be supplied by connections to no fewer than two water mains located in different streets. Separate supply piping shall be provided between each connection to the water main and the pumps. Each connection and the supply piping between the connection and the pumps shall be sized to supply the flow and pressure required for the pumps to operate. Exception: {No change to exception.) 48 **Section 404.5; delete Exception. **Section 406.3.5.1; add sentence read as follows: A fine separation is not required between a Group R-2 and U carport provided that the carport two is at least 10 feet (3048 min) **Section 506.2.2, add sentence to read as follows: 506.2.2 Open Space Limits. Such open space shall be either on the same lot or dedicated for public use and shall be accessed from a street or approved fire lane. In order to be considered as accessible, if not in direct contact with a sheet or fire lane, a minimum 10-Moot wide pathway meeting fire department access from the street or approved fire lane shall be provided. **Section 712.1.9, change item 4 to rend as follows: 5. Is not open to a corridor in Group l and H occupancies. **Section 9, refer to: The International Fire Code as amended by City of Sanger. **Section 1006.2.2.6; add a new Section 1006.2.2.6 as follows: 1006.2.2.6 Electrical Rooms. For electrical rooms, special exiting requirements may apply. Reference the electrical code as adopted. 170ty45 **Sectionl009.1; add the following Exception 4: Exceptions: (previous exceptions unchanged) 4. Buildings regulated under State Law and built in accordance with State registered plans, including any variances or waivers granted by the State, shall be deemed to be in compliance with the requirements of Section 1009. **Section 1010.1.9.4, amend exceptions 3 and 4 as follows: Exceptions: 3. Where a pair of doors serves an occupant load of less than 50 persons in a Group B, F, M or S occupancy. {Remainder unchanged) 4. Where a pair of doors serves a Group A, B, F, M or S occupancy {Remainder unchanged) **Section 1015.8; antend text as follows: 1. Operable windows where the top of the sill of the opening is located more than 55 feet (16 764 mm) above the finished grade or other surface below and that are provided with window fall prevention -devices that comply with ASTM F 2006. **Section 1029.L1.1; delete this section: E• **Section 1101.1, Add exception to read as follows: Exception: Components of projects regulated by and registered with Architectural Barriers Division of Texas Department of Licensing and Regulation shall be deemed to be incompliance with the requirements of this chapter. **Section 1203.1; amend to read asfollows 1203.1 General. Buildings shall be provided with natural ventilation in accordance with Section 1203.4, or mechanical ventilation in accordance with the International Mechanical Code. Where air infiltration rate in a dwelling unit is 5 air changes or less per hour when tested with a blower door at a pressure 0.2 inch w.c. (50 Pa) in accordance with Section 402.4.1.2 of the .International Energy Conservation Code, the dwelling zmit shall be ventilated by mechanical means in accordance with Section 403 of the International Mechanical Code, Table 1505.1; delete footnote c and replace footnote b with the following: b. Non -classified roof coverings shall be permitted on buildings of U occupancies having not more than 120 sq. ft, of protected roof area. When exceeding 120 sq, ft. of protected roof area, buildings of U occupancies may use non, -rated non-combustible roof coverings. c. [delete] "Section 1505.7; delete the section **Section 1510.1; add a sentence to rear] as follows: 1510.1 General. Materials and methods of applications used for recovering or replacing an existing roof covering shall comply with the requirements of Chapter 15. All individual replacement shingles or shakes shall be in compliance with the rating required by Table 1505.1. (text of exception unchanged) **Section 1704.2; amend to read as follo►vs: 1704.2 Special inspections and tests. Where application is made to the Building Official for construction as specified in Section 105, the owner or the owner's authorized agent, or the registered design professional in responsible charge, other than the contractor, shall employ one or more approved agencies to provide special inspections and tests during construction on the types of work listed under Section 1705 and identify the approved agencies to the Building Official. The special inspector shall not be employed by the contractor. These special inspections and tests are in addition to the inspections identified by the Building Official that are identified in Section 110. **Section 1704.2.1; amend to read as follows: 1704.2.1 Special inspector qualifications. Prior to the start of construction and or upon request, the approved agencies shall provide written documentation to the registered design professional in responsible charge and the building official demonstrating the competence and relevant experience or training of the special inspectors who will perform the special inspections and tests during construction. [Remainder unchanged] **Section 1704.2.4, amend to read as follows: 1704.2.4 Report requirement. Approved agencies shall keep records of special inspections and tests. The approved agency shall submit reports of special inspections and tests to the Building 50 Official upon request, and to the registered design professional in responsible charge. Individual inspection reports shall indicate that work inspected or tested was or was not completed in conformance to approved construction documents. [Remainder unchanged] **Section 1704.2.5.2; amend to Tend as follows: 1704.2.5.1 Fabricator approval. Special inspections during fabrications required by Section 1704 are not required where the work is done on the premises of a fabricator registered and approved to perform such work without special inspection. Approval shall be based upon review of the fabricator's written procedural and quality control manuals and periodic auditing of fabrication practices by an approved agency, or a fabricator that is enrolled in a nationally accepted inspections program. At completion of fabrication, the acceptable or approved fabricator shall submit a certificate of compliance to the owner or the owner's authorized agent or the registered design professional in responsible charge stating that the work was performed in accordance with the approved construction documents. The certificate of compliance shall also be made available to the Building Official upon request. **Section 2901.1; add a sentence to read as follows: [P] 2901.1 Scope. (existing text to remain} The provisions of this Chapter are meant to work in coordination with the provisions of Chapter 4 of the International Plumbing Code. Should any conflicts arise between the two chapters, the Building Official shall determine which provision applies. **Section 2902.1; add asecond paragraph to read asfollows: In other than E Occupancies, the minimum number of fixtures in Table 2902.1 may be lowered, if requested in writing, by the applicant stating reasons for a reduced number and approved by the Building Official. Table 2902.1; add footnote f to read as follows: f. Drinking fountains are not required in M Occupancies with an occupant load of 100 or less, B Occupancies with an occupant load of 25 or less, and for dining and/or drinking establishments. **Section 29023.3; add neiv Section 2902.1.3 to read asfollows: 2902.1.3 Additional fixtures for food preparation facilities. In addition to the fixtures required in this Chapter, all food service facilities shall be provided with additional fixtures set out in this section. 2902.1.3.1 Hand washing lavatory. At least one hand washing lavatory shall be provided for use by employees that is accessible from food preparation, food dispensing and ware washing areas. Additional hand washing lavatories may be required based on convenience of use by employees. 2902.1.3.2 Service sink. In new or remodeled food service establishments, at least one service sink or one floor sink shall be provided so that it is conveniently located for the cleaning of mops or similar wet floor cleaning tool and for the disposal of mop water and similar liquid waste. The location of the service sink(s) and/or mop sink(s) shall be approved by the City of Sanger's health department/designee. 51 **Section 3002.1; add exceptions to recut as follows: Exceptions: 1. Elevators wholely located within atriums complying with Section 404 shall not require hoistway enclosure protection. 2. Elevators in open or enclosed parking garages that serve only the parking garage, and complying with Sections 406.5 and 406.6, respectively, shall not require hoistway enclosure protection. **Section 3005.4, amend text to react as folloivs: Elevator machine rooms, control rooms, control spaces and machinery spaces shall be enclosed with fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. **Section 3005.7, add a Section 3005 7 as follows: 3005.7 Fire Protection in Machine rooms, control rooms, machinery spaces and control spaces. 3005.7.1 Automatic sprinkler system. The building shall be equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, except as otherwise permitted by Section 903.3.1.1.1 and as prohibited by Section 3005.7.2.1. 3005.7.2.1 Prohibited locations. Automatic sprinklers shall not be installed in machine rooms, elevator machinery spaces, control rooms, control spaces and elevator hoist -ways. 3005.7.2.2 Sprinkler system monitoring. The sprinkler system shall have a sprinkler control valve supervisory switch and water -flow initiating device provided for each floor that is monitored by the building's fire alarm system. 3005.7.3 Water protection. An approved method to prevent water from infiltrating into the hoistway enclosure from the operation of the automatic sprinkler system outside the elevator lobby shall be provided. 3005.7.4 Shunt trip. Means for elevator shutdown in accordance with Section 3005.5 shall not be installed. **Section 3005.8; aeld Section 3005.8 as follows: 3005.8 Storage _Storage shall not be allowed within the elevator machine room, control room, machinery spaces and or control spaces. Provide approved signage at each entry to the above listed locations stating: "No Storage Allowed. **Section 3006.2; amend text as follows: 5. The building is a high rise and the elevator hoistway is more than 55 feet (16 764 min) in height. The height of the hoistway shall be measured from the lowest floor at or above grade to the highest floors served by the hoistway. 52 ARTICLE 3.300 PLU (BIECAODE See.3,301. Adopted The International Plumbing Code, 2015 Edition as published by the International Code Council is hereby adopted for the put -pose of providing minimum requirements and standards for the protection of the public's health, safety and welfare. One (1) copy of said code is incorporated herein by reference and shall be kept on file in the office of the building official, Fees are as set forth in the fee schedule in the appendix of this code. Sec. 3.302 Amendments **Table of Contents, Chapter 7, Section 714, change to read as follows: 714 Engineered Drainage Design - - - - - - - - - - - - - - - - - - - 69 **Section 102.8; change to read as follows: 102.8 Referenced codes and. standards. The codes and standards referenced in this code shall be those that are listed in Chapter 15 and such codes, when specifically adopted, and standards shall be considered as part of the requirements of this code to the prescribed extent of each such reference. Where the differences occur between provisions of this code and the referenced standards, the provisions of this code shall be the minimum requirements. Whenever amendments have been adopted to the referenced codes and standards, each reference to said code and standard shall be considered to reference the amendments. Any reference to NFPA 70 or the National Electrical Code shall mean the Electrical Code as adopted, **Sections 106.6,2 and 106.6.3; change to read asfollows: 106.6.2 Fee schedule. The fees for all plumbing work shall be as adopted by resolution of the governing body of the jurisdiction. 106.6.3 Fee Refunds. The code official shall establish a policy for authorizing the refunding of fees (Delete balance of section) **Section 109; Delete entire section and insert the following: **Section 305.4.1; change to read as follows: 305.G.1 Sewer depth. Building sewers shall be a minimum of 12 inches 304 mill) below grade. **Section 305.7; change to read as follows: 305.9 Protection of components of plumbing system. Components of a plumbing system installed within 3 feet along alleyways, driveways, parking garages or other locations in a manner in which they would be exposed to damage shall be recessed into the wall or otherwise protected in an approved manner. 53 **Seetion314.2.1; change to read as follows: 314.2.1 Condensate disposal. Condensate fi•om all cooling coils and evaporators shall be conveyed from the drain pan outlet to an approved place of disposal.... {text unchanged}... Condensate shall not discharge into a street, alley, sidewalk, rooftop, or other areas so as to cause a nuisance. **Section 314.2.2; delete material CPVC **Section412.4; change to read asfollows: 412.4 Required location. Floor drains shall be installed in the following areas. 1. In public coin -operated laundries and in the central washing facilities of multiple family dwellings, the rooms containing automatic clothes washers shall be provided with floor drains located to readily drain the entire floor area. Such drains shall have a minimum outlet of not less than 3 inches (76 mm) in diameter. 2. Commercial kitchens. In lieu of floor drains in commercial kitchens, the code official may accept floor sinks. 3. Public restrooms. "Section 502.3; change to read as follows; 502.3 Appliances in attics. Attics containing a water heater shall be provided ... {bulk of paragraph unchanged} ... side of the water heater. The clear access opening dimensions shall be a minimum of 20 inches by 30 inches (508 mm by 762 mm), or larger where such dimensions be not less than 20 inches by 30 inches(508mm by 762mm) where such dimensions are large enough to allow removal -of the water heater. A walkway to an appliance shall be rated as a floor as approved by the building official. As a minimum, for access to the attic space, provide one of the following: 1. A permanent stair. 2. A pull down stair with aminimum 300 lb. (136 kg) capacity. 3. An access door from an upper floor level. 4. Access Panel may be used in lieu of items 1, 2, and 3 with prior approval of the code official due to building conditions. Exceptions: 1. The passageway and level service space are not required where the appliance is capable of being serviced and removed... {remainder of section unchanged) **Section 502.6, Add Section 502.6 to read as follows: 502.6'Water heaters above ground or floor. When the attic, roof, mezzanine or platform in which a water heater is installed is more than eight (8) feet (2438 mm) above the ground or floor level, it shall be made accessible by a stairway or permanent Iadder fastened to the building. 54 Exception: A max 10 gallon water heater (or larger with approval) is capable of being accessed through a lay -in ceiling and a water heater is installed is not more than ten (10) feet (3048 mm) above the ground or floor level and may be reached with a portable ladder. 502.6.1 Illumination and convenience outlet. Whenever the mezzanine or platform is not adequately lighted or access to a receptacle outlet is not obtainable from the main level, lighting and a receptacle outlet shall be provided in accordance with Section 502.1, "Section 504.6, ehange to read as follows: 504.6 Requirements for discharge piping. The discharge piping serving a pressure relief valve, temperature relief valve or combination thereof shall: 1. Not be directly connected to the drainage system. 2. Discharge through an air gap. 3. Not be smaller than the diameter of the outlet of the valve served and shall discharge full size to the air gap. 4. Serve a single relief device and shall not connect to piping serving any other relief device or equipment. Exception: Multiple relief devices may be installed to a single T & P discharge piping system when approved by the administrative authority and permitted by the manufactures installation instructions and installed with those instructions. 5. Discharge to an indirect waste receptor or to the outdoors. 6. Discharge in a manner that does not cause personal injury or structural damage. 7. Discharge to a termination point that is readily observable by the building occupants. 8. Not be trapped. 9. Be installed so as to flow by gravity. 10, Not terminate less than 6 inches or more than 24 inches (152 mm) above grade nor more than 6 inches above the waste receptor. 11. Not have a threaded connection at the end of such piping. 12. Not have valves or tee fittings. 13. Be constructed of those materials listed in Section 605.4 or materials tested, rated and approved for such use in accordance with ASME Al 12.4.1. **Seetion 504.7.1; antend to read as follows: 504.7.1 Pan size and drain to read as follows: The pan shall be not less than 11/2 inches (38 mm) in depth and shall be of sufficient size and shape to receive all dripping or condensate fiom the tank or water heater. The pan shall be drained by an indirect waste pipe having a diameter of not less than 3/4 inch (19 mm). Piping for safety pan drains shall be of those materials listed in Table 605.4. 55 Multiple pan drains may terminate to a single discharge piping system when approved by the administrative authority and permitted by the manufactures installation instructions and installed with those instructions. **Section 504.7.2, delete sentence Where a pan drain was not previously installed, a pan drain shall not be required for replacement water heater installation. **Section 604.4, add Section 604.4.1 to read rrs follows: 604.4.1 State maximum flow rate. Where the State mandated maximum flow rate is more restrictive than those of this section, the State flow rate shall take precedence. **Section 604.8; add Section 604.8.3 to rend asfollows: 604.8.3 Thermal expansion control. An expansion tank or approved device shall be installed for the water heater with the addition of a pressure reducing valve or regulator creating a closed system. **Section 606.1; delete items #4 and #5. **Section 606.2; change to read as follows: 606.2 Location of shutoff valves. Shutoff valves shall be installed in the following locations: 1. On the fixture supply to each plumbing fixture other than bathtubs and showers in one - and two- family residential occupancies, and other than in individual sleeping units that are provided with unit shutoff valves in hotels, motels, boarding houses and similar occupancies. 2. On the water supply pipe to each appliance or mechanical equipment. **Section 608.1; change to read asfollows: 608.1 General. A potable water supply system shall be designed, installed and maintained in such a manner so as to prevent contamination from non -potable liquids, solids or gases being introduced into the potable water supply through cross -connections or any other piping connections to the system. Backflow preventer applications shall conform to applicable local regulations, 'fable 608.1, and as specifically stated in Sections 608.2 through 608.16.10. **Section 608.16.5, amend to read as follows: 608.16.5 Connections to lawn irrigation systems. The potable water supply to lawn irrigation systems shall be protected against backflow by an atmospheric -type vacuum breaker, a pressure -type vacuum breaker, a double-check assembly or a reduced pressure principle backflow preventer. A valve shall not be installed downstream from an atmospheric vacuum breaker. Where chemicals are introduced into the system, the potable water supply shall be protected against backflow by a reduced pressure principle backflow preventer. **Section 608.17, change to read asfollows: 56 608.17 Protection of individual water' supplies. An individual water supply shall be located and constructed so as to be safeguarded against contamination in accordance with applicable local regulations. installation shall be in accordance with Sections 608.17.1 through 608.17.8. **Section 610.1; add exception to read as follows: 610.1 General. New or repaired potable water systems shall be purged of deleterious matter and disinfected prior to utilization. The method to be followed shall be that prescribed by the health authority or water purveyor having jurisdiction or, in the absence of a prescribed method, the procedure described in either AWWA C651 or AWWA C652, or as described in this section. This requirement shall apply to "on -site" or "in -plant" fabrication of a system or to a modular portion of a system. 1. The pipe system shall be flushed with clean, potable water until dirty water does not appear at the points of outlet. 2. The system or part thereof shall be filled with a water/chlorine solution containing at least 50 parts per million (50 mg/L) of chlorine, and the system or part thereof shall be valved off and allowed to stand for 24 hours; or the system or part thereof shall be filled with a water/chlorine solution containing at least 200 parts per million (200 mg/L) of chlorine and allowed to stand for 3 hours. 3. Following the required standing time, the system shall be flushed with clean potable water until the chlorine is purged from the system. 4. The procedure shall be repeated where shown by a bacteriological examination that contamination remains present in the system. Exception: With prior approval the Code Official may wave this requirement when deemed un-necessary. **Section 703; Delete **Section 704.5, added to read as follows: 704.5 Single stack fittings. Single stack fittings with internal baffle, PVC schedule 40 or cast iron single stack shall be designed by a registered engineer and comply to a national recognized standard. **Section 705.11.2, (intend to read as follows: 705.11.2 Solvent cementing. Joint surfaces shall be clean and free from moisture. A purple primer that conforms to ASTM F 656 shall be applied. Solvent cement not purple in color and conforming to ASTM D 2564, CSA B137.3, CSA B181.2 or CSA B182.1 shall be applied to all joint surfaces. The joint shall be made while the cement is wet and shall be in accordance with ASTM D 2855. Solvent cement joints shall be permitted above or below ground. **Section 712.5; add Section 712.5 to read as follows: 712.5 Dual Pump System. All sumps shall be automatically discharged and, when in any "public use" occupancy where the sump serves more than 10 fixture units, shall be provided with dual pumps or ejectors arranged to function independently in case of overload or mechanical failure. For storm drainage sumps and pumping systems, see Section 1113. 57 **Section 714, 714.1; change to read asfollows: SECTION 714 ENGINEERED DRAINAGE DESIGN 714.1 Design of drainage system. The sizing, design and layout of the drainage system shall be designed by a registered engineer using approved design methods. **Section 804.2, added to read asfollows: 804.2 Special waste pipe, fittings, and components. Pipes, fittings, and components receiving or intended to receive the discharge of any fixture into which acid or corrosive chemicals are placed shall be constructed of CPVC, high silicone iron, PP, PVDF, chemical resistant glass, or glazed ceramic materials. **Section 903.1; change to read as follows: 903.1 Roof extension. Open vent pipes that extend through a roof shall be terminated at least six (6) inches (152 mm) above the roof. Where a roof is to be used for assembly or as a promenade, observation deck, sunbathing deck or similar purposes, open vent pipes shall terminate not less than 7 feet (2134 mm) above the roof. **Section 917 Single stack vent system. Delete entire section. **Section 1002.10; delete. **Section 1003.3.8; added to read as follows: 1003.3.8 Sample Well. A 12 inch sample well shall be provided on all grease interceptors or separators. **Section 1101. 8; change to read as follows: 1101.8 Cleanouts required. Cleanouts or manholes shall be installed in the storm drainage system and shall comply with the provisions of this code for sanitary drainage pipe Cleanouts. **Section 1106.1; change to read as follows: 1106.1 General. The size of the vertical conductors and leaders, building storm drains, building storm sewers, and any horizontal branches of such drains or sewers shall be based on six (6) inches per hour rainfall rate **Section 1108.3; change to read as follows: 1107.3 Sizing of secondary drains. Secondary (emergency) roof drain systems shall be sized in accordance with Section 1106. Scuppers shall be sized to prevent the depth of ponding water from exceeding that for which the roof was designed as determined by Section 1101.7. Scuppers shall not have an opening dimension of less than 4 inches (102 mm). The flow through the primary system shall not be considered when sizing the secondary roof drain system. Section 1109, delete this section. Section 1202.1 delete Exception 2. ARTICLE 3.400 MECHANICAL ,QQDE, Sec. 3.401 Adopted The International Mechanical Code, 2015 Edition as published by the International Code Council is hereby adopted for the purpose of providing minimum requirements and standards to safeguard life or limb, health, property and public welfare. One (1) copy of said code is incorporated herein by reference and shall be kept on file in the office of the building official. Dees are as set forth in the fee schedule in the appendix of this code. Sec. 3.402 Amendments **Section 102.8; change to read as follows: 102.8 Referenced codes and standards. The codes and standards referenced herein shall be those that are listed in Chapter 15 and such codes, when specifically adopted and standards shall be considered part of the requirements of this code to the prescribed extent of each such reference. Where differences occur between provisions of this code and the referenced standards, the provisions of this code shall apply. Whenever amendments have been adopted to the referenced codes and standards, each reference to said code and standard shall be considered to reference the adopted amendments. Any reference to NFPA 70 or the National Elech-ical Code (NEC) shall mean the Electrical Code as adopted. **Section 306.3; change to read as follows: 306.3 Appliances in attics. Attics containing appliances requiring access shall be provided _ _ (bank of paragraph unchanged) _ _ _ side of the appliance. The clear access opening dimensions shall be a minimum of 20 inches by 30 inches (508 min by 762 mm), or larger where such dimensions are not large enough to allow removal of the largest appliance. A walkway to an appliance shall be, rated as a floor as approved by the building official. As a minimum, for access to the attic space, provide one of the following: 1. A permanent stair. 2, A pull down stair with a minimum 300 lb. (136 kg) capacity. 3. An access door from an upper floor level. 4. Access Panel may be used in lieu of items 1, 2, and 3 with prior approval of the code official due to building conditions. Exceptions: 1. The passageway and level service space are not required where the appliance is 59 capable of being serviced and removed... (remainder of section unchanged) **Section 306.5; change to read as follows: 306.5 Equipment and appliances on roofs or elevated structures. . Where equipment requiring access or appliances are located on an elevated structure or the roof of a building such that personnel will have to climb higher than 16 feet (4877 mrn) above grade to access, a permanent interior or exterior means of access shall be provided. Permanent exterior ladders providing roof access need not extend closer than & 12 feet (2438 mm) to the finish grade or floor level below and shall extend to the equipment and appliances' level service space. Such access shall _ _ _ (hulk of section to read the same)._ . on roofs having a slope greater than 4 units vertical in 12 units horizontal (33-percent slope).... {hulk of section to read the same). **Section 306.5..1; change to read as follows: 306.5.1 Sloped roofs. Where appliances, equipment, fans or other components that require service are installed on roofs having slopes greater than 3 units vertical in 12 units horizontal (25% slope) or greater and having an edge more than 30 inches (762 min) above grade at such edge, a catwalk at least 16 inches in width with substantial cleats spaced not more than 16 inches apart shall be provided from the roof access to a level platfonn at the appliance. The level platform shall be provided on each side of the appliance to which access is required for service, repair or maintenance. The platform shall be not less than 30 inches (762 rnm) in any dimension and shall be provided with guards. The guards shall extend not less than 42 inches (1067 mm) above the platform, sball be constructed so as to prevent the passage of a 2 1 -inch-diameter (533 mm) sphere and shall comply with the loading requirements for guards specified in the International Building Code. **Section 306, add Section 306.6 to read as follows: 306.6 Water Beaters above Ground or floor. When the mezzanine or platform in which a.water heater is installed is more than eight (8) feet (2438 mm) above the ground or floor level, it shall be made accessible by a stairway or permanent ladder fastened to the building. Exception: A max 10 gallon water heater (or larger with approval) is capable of being accessed through a lay -in ceiling and a water heater is installed is not more than ten (10) feet (3048 mm) above the ground or floor level and may be reached with a portable ladder,_ 306.6.1 Whenever the mezzanine or platform is not adequately lighted or access to a receptacle outlet is not obtainable from the main level, lighting and a receptacle outlet shall be provided in accordance with Section 306.3.1. **Section 307.2.2; delete material CPVC. **Section 307.2.3; amend item 2 to read as follows: 2. A separate overflow drain line shall be connected to the drain pan provided with the equipment. Such overflow drain shall discharge to a conspicuous point of disposal to alert occupants in the event of a stoppage of the primary drain. The overflow drain line shall connect to the drain pan at a higher level than the primary drain connection. However, the conspicuous point shall not create a hazard such as dripping over a walking surface or other areas so as to create a nuisance. .1R **Section 403.2.1; add all item. 5 to read asfollows: 5. Toilet rooms within private dwellings that contain only a water closet, lavatory or combination thereof may be ventilated with an approved mechanical recirculating fan or similar device designed to remove odors from the air. **Section 501.3; add an exception to read as follows: 501.3 Exhaust discharge. The air removed by every mechanical exhaust system shall be discharged outdoors at a point where it will not cause a public nuisance and not less than the distances specified in Section 501.3.1. The air shall be discharged to a location from which it cannot again be readily drawn in by a ventilating system. Air shall not be exhausted into an attic, crawl space, or be directed onto walkways. Exceptions: 1. Whole -house ventilation -type attic fans shall be permitted to discharge into the attic space of dwelling units having private attics. 2, Commercial cooking recirculating systems. 3. Where installed in accordance with the manufacturer's instructions and where mechanical or natural ventilation is otherwise provided in accordance with Chapter 4, listed and labeled domestic ductless range hoods shall not be required to discharge to the outdoors. 4. Toilet room exhaust ducts may terminate in a warehouse or shop area when infiltration of outside air is present **Section 607.5.1; change to read as follows: 607.5.1 Fire Walls. Ducts and air transfer openings permitted in fire walls in accordance with Section 705.11 of the International Building Code shall be protected with listed fire dampers installed in accordance with their listing. For hazardous exhaust systems see Section 510.1- 510.9 IMC. ARTICLE 3.500 ELECTRIC COD Sec. 3.501 Compliance with National Electrical Code All electrical construction, alteration, replacement, repair and all material and apparatus used in connection with electrical work and the placement and operation of all electrical apparatus in the city shall be in strict compliance with the standards established by the 2014 Edition of the National Electrical Code as published by the National Fire Protection Association, with local amendments is hereby adopted, One (1) copy of said code is incorporated herein by reference and shall be kept on file in the office of the building official. See.3.502 Amendments **Section 11O(A)(1); add to read asfollows: 61 110(A)(1); Meter Identification. On commercial sites meter shall be equipped with a brass tag permanently affixed displaying the address that the meter is servicing. **Section 210.8(A)(I); atld to read asfollows: 210.8(A) (1); Drivelling Units. In bathrooms and kitchens where Ground -Fault -Circuit - interruption devices are required the reset shall be located in the room served. See. 3.503 Inspections It shall be unlawful for any person, firm or corporation to hinder the City inspector while he or she is acting in the line of duty. He or she shall be given free and prompt access to all buildings, whether public or private, or to any other place he or she deems necessary to the proper inspection of any electrical wiring or apparatus within the City of Sanger. No electrical apparatus, device or wire which in the opinion of the City inspector might cause a hazard to human life, shall be constructed or maintained, and the City inspector shall have the right, through the authority of the city council, to discontinue electric current supplying the building or place in which such hazard exists until such time as said hazard is removed or remedied to the satisfaction of said electrical inspector. Prior to taking such action, notification of the intent to discontinue the power will be provided to the customer . unless deemed an emergency situation that requires immediate action Upon notification by the City inspector, the Sanger Electric Utilities is hereby authorized to immediately cut off, or cause to be cut off, any and all electrical power from any room, building, power line or district when public safety so demands, or for any other reason deemed sufficient by said City inspector. See. 3.504 Licenses (a) Valid License Required. It shall be unlawful for any person to install electric wiring or apparatus or to make any repairs, alterations, additions, or changes to electric wiring or apparatus used in connection with electric lighting, heating oz• power unless such person shall have previously obtained a master or journeyman electrician's license. Sec. 3.505 Registration Required Any company, firm, corporation, association or co -partnership wishing to engage in the business of installing, repairing, changing or altering any electrical wiring or apparatus, shall register with the City providing proof of valid state licensing and insurance prior to issuance of a permit. Sec. 3.506 Electrical Work Permits (a) Work Permit Required. It shall be unlawful for any person to install, change, alter or repair any electric wiring or apparatus (except routine repairs such as the replacement of fuses and lamps, and alleviation of short circuits), until after such person has first obtained a permit in writing to do so from the City of Sanger, and upon the approval of such work said permit shall be returned to said City of Sanger. (b) Electrical Permit Fees. Information and fees as set forth in the fee schedule in the appendix 62 of this code shall be required prior to the issuance of any permit required by this section. Sec. 3.507 Minimum Electrical Service Standards (1) A mast type service pole shall be required and shall be of such construction and so supported that it will withstand the strain imposed by the service drop. The meter base must be not less than five feet six inches (Y6"), nor more than seven feet (T) above ground. The droop pigtail shall be a minimum of eighteen inches (18") long. The roof jack should be of rigid conduit not less than twenty-four inches (24"), nor more than thirty-six inches (36") above roof. A support service bracket is required. All outside air conditioners will be required to have a weatherproof nonfused disconnect switch within eyesight on or near the unit. (2) All newly constructed and remodels that involve an electrical meter base update shall have an external ground that can be visually inspected by the city electric department. Ground shall be of continuous copper (Minimum #6 Solid) conductor attached to the meter base and must be inside a metallic conduit (which is attached to the structure) from the meter base to ground level from where it can be buried and attached to the ground rod. Meter base and electrical panel must be grounded independently. Sec. 3.508 Concealed Wiring No person, firm or corporation shall conceal, or cause to be concealed, any electric wiring or apparatus, except with the express permission of the City inspector, and the City inspector is hereby authorized to remove, or cause to be removed any material whatsoever which may conceal any electric wiring or apparatus contrary to this section. Upon completion of the inspection of any electric wiring or apparatus designed to be concealed which is found to be in full compliance with the provisions of this section, the City inspector shall post a notice of inspection at the distribution panel and the posting of said notice shall constitute permission to conceal said electric wiring or apparatus. See.3.509 Liability This article shall not in any way be construed to lessen the liability of any person, firm, corporation or association of persons installing, changing, altering or repairing any electrical wiring or apparatus, or causing the same to be done, for damages to anyone injured thereby; nor shall the City of Sanger be held to assume any liability by reason of the inspection authorized therein, pursuant to the provisions hereof. See. 3,510 Regulations Concerning Service (a) It is provided that upon completion of inspection by the electrical inspector, in the event he or she determines that any wiring, installing, repair or alteration so done upon the job or work he or she has inspected does not comply in every respect with the provisions of this article, and if the same has not been done by a person holding a master electrician's license, it shall be the duty of the City inspector to notify the Sanger Electric Utilities of the City of Sanger, Texas or the appropriate electrical service provider, of the location of said place, the name of the owner of persons in charge thereof and of the fact said work or said job does not meet with the approval of such City inspector, and upon said written notice being given it shall be unlawful for any person or employee of said 31 Sanger Electric Utilities, Sanger, Texas, or appropriate electrical service provider to connect any portion of said wiring, with an electric power line operated or used by the City of Sanger. (b) It shall be unlawful for any person, firm or corporation to break the seal on any electric meter without first notifying the Sanger Electric Utilities. (c) It is provided that all inspections, installations, repairs and alterations as provided for in this article shall be subject to such fiuther rules and regulations that may be promulgated bythe city council of the City of Sanger, Texas, and such office of the city secretary of said city and shall be available for inspection and examination, and all penalties herein provided for shall apply to such rules and regulations so promulgated. •' III _h � .i« s �1 Sec.3.601 Adopted The International Residential Code, 2015 Edition as published by the International Code Council is hereby adopted as the building code of the city. One (1) copy of said code is incorporated herein by reference and shall be kept on file in the office of the building official. Sec.3.602 Amendments **Section R102.4, change to read as follows: R102.4 Referenced codes and standards. The codes, when specifically adopted, and standards referenced in this code shall be considered part of the requirements of this code to the prescribed extent of each such reference and as further regulated in Sections RI02.4.1 and R102.4.2. Whenever amendments have been adopted to the referenced codes and standards, each reference to said code and standard shall be considered to reference the amendments as well. Any reference made to NFPA 70 or the Electrical Code shall mean the Electrical Code as adopted. **Section R105.2; make changes to this section as follotps: R105.2 Work Exempt from permits. No changes in first paragraph Building: 1. ...provided the floor area does not exceed 120 square feet- 2. Delete this exemption 3. No changes 4. No changes 5. No changes 6. No changes 7. No changes 8. No changes 9. No changes 10. Decks not exceeding 120 square feet in area... •N **Section R108.7; Add section beloip R108.7 Re -inspection fee. A fee as established by city council resolution may be charged when: 1. The inspection called for is not ready when the inspector arrives; 2. No building address or pelmit card is clearly posted; 3. Approved plans are not on the job site available to the inspector; 4. The building is locked or work otherwise not available for inspection when called; 5. The job site is red -tagged twice for the, same item; 6. The original red tag has been removed from the job or site and/or, 7. Violations exist on the property including failure to maintain erosion control or trash control. 8. Any re -inspection fees assessed shall be paid before any more inspections are made on that job site. **Section R110 (1?110.1 through R110.5); delete this section **Section R202; amend definition of "Townhouse" to read as follows: TOWNHOUSE. A single-family dwelling unit constructed in a group of three ar more attached by lines in which each unit extends from foundation to roof and with a units separated propeliy yard or public way on at least two sides. Table R301.2(1); fill in as follo}ps: WIND DESIGN SEISMIC SUBJECT TO w rn ca z 98NOWDESIGN DAMAGE FROM CATEGORY, z o ��„ ¢ W w n W K 'a^ E Weaihadng o SPEED n m o a UneFrosr Termite 'U_ n pa w 2 O z w w gw U z >- a e w d Z z� Q z G A C] h . U. (MPH) L° y c Depthb C c 5Ibift 116 Moderate Very 6° 220 F No Local 160 64.90 (3 No No No Heavy Code F see- fastest **Section R302.1; add exception #6 to read as follosys: Exceptions: {previous exceptions unchanged} 6. Open non-combustible carport structures may be constructed when also approved within adopted ordinances. **Section R302.3; add Exception #3 to read as follows: Exceptions: 1. {existing text unchanged} i 2. {existing text unchanged} s 65 3. Two-family dwelling units that are also divided by a property line through the structure shall be separated as required for townhouses. **Section R302.5.1; change to read asfollolvs: R302.5.1 Opening protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 13/8 inches (35 min) in thicluless, solid or honeycomb core steel doors not less than 13/8 inches (35 min) thick, or 20-minute fire -rated door. **Section R313 Autonratic Fire Sprinkler Systems. Delete entire section **Section R315.2.2 Alterations, repairs and additions. Amend to read as follows: Rxception: 2. Installation, alteration or repairs of electrical powered (remaining text unchanged} **Section R326 Swimming Pools, Spas and .Hot Tubs. Amended to react as follows: R326.1 General. The design and construction of pools and spas shall comply with the 2015 IRC Appendix Q. Swimming Pools, Spas and Hot Tubs. **Section R401.2, amended by adding a neiv paragraphs following the existing paragraph to read as follows. Section R401.2. Requirements. {existing text unchanged} ... Every foundation and/or footing, or any size addition to an existing post -tension foundation, regulated by this code shall be designed and sealed by a Texas -registered engineer **Section 602.6.1; amend the following: R602.6.1 Drilling and notching of top plate. When piping or ductwork is placed in or partly in an exterior wall or interior load -bearing wall, necessitating cutting, drilling or notching of the top plate by more than 50 percent of its width, a galvanized metal tie not less than 0.054 inch thick (1.37 min) (16 Ga) and 5 inches (127 min) wide shall be fastened across and to the plate at each side of the opening with not less than eight 10d (0.148 inch diameter) having a minimum length of 1 '/2 inches (38 min) at each side or equivalent. Fasteners will be offset to prevent splitting of the top plate material. The metal tie must extend a minimum of 6 inches past the opening. See figure R602.6.1, {remainder unchanged} Figure R602.6.1; delete the figure and insert the following figure: EXTERIOR OR EEARIND NOTCH OREATER THAN SO PERCENT OFTHE PLAT✓: WIDT 1BdA0E 0541NJANDSAWIDE METAL 77 FAST NEDACROSSANO !: NQMWMJ &10d MAKE 64CHS DE TOP **Section R703.8.4.1; rind a second paragraph to read as follows: In stud framed exterior walls, all ties shall be anchored to studs as follows: 1. When studs are 16 in (407 mm) o.c., stud ties shall be spaced no further apart than 24 in (737 mm) vertically starting approximately 12 in (381 mm) fiom the foundation; or 2. When studs are 24 in (610 mm) o.c., stud ties shall be spaced no further apart than 16 in (483 mm) vertically starting approximately 8 in (254 mm) from the foundation **Section R902.1; Amend and add exception #3 to read as follows: R902.1 Roofing covering materials. Roofs shall be covered with materials as set forth in Sections R904 and R905. Class A, S, or C roofing shall be installed. {remainder unchanged} E' xceptions: 1. {text unchanged} 2. {text unchanged} 3. {text unchanged) 4. Non -classified roof coverings shall be permitted on one-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed 120 sq. ft. ** Chapter 11 [xEJ—Energy Efficiency is deleted in its entirety and replaced with the following: N1101.1 Scope. This chapter regulates the energy efficiency for the design and construction of M buildings regulated by this code. N1101.2 Compliance. Compliance shall be demonstrated by meeting the requirements of the residential provisions of 2015 International Energy Conservation Code. **Section M1305.1.3; change to read rrs follows: M1305.1.3 Appliances in attics. Attics containing appliances requiring access shall be provided ... (bulk of paragraph unchanged) ... sides of the appliance where access is required. The clear access opening dimensions shall be a minimum of2O inches by 30 inches (508 mill by 762 mm), or larger and large enough to allow removal of the largest appliance. A walkway to an appliance shall be rated as a floor as approved by the building official. As a minimum, for access to the attic space, provide one of the following: 1. A permanent stair. 2. A pull down stair with aminimum 300 lb. (136 kg) capacity. 3. An access door from an upper floor level. Exceptions: 1. The passageway and level service space are not required where the appliance can be serviced and removed through the required opening. 2. Where the passageway is unobstructed.,, {remaining text unchanged} Water heaters other than tankless shall not be installed within attics; with the exception of replacement of existing water heaters. **Section M1411.3, change to rend as follows: M1411.3 Condensate disposal. Condensate from all cooling coils or evaporators shall be conveyed from the drain pan outlet to a sanitary sewer through a trap, by means of a direct or indirect drain. {remaining text unchanged) **Section M1411.3.1, Items 3 and 4, add text to read as follows: M1411.3.1 Auxiliary and secondary drain systems. {bulk of paragraph unchanged} 1. {text unchanged) 2. {text unchanged) 3. An auxiliary drain pan... (bulls of text unchanged) ... with Item 1 of this section. A water level detection device may be installed only with prior approval of the building official. 4. A water level detection device... {bulk of text unchanged) ... overflow rim of such pan. A water level detection device may be installed only with prior approval of the building official, M: **Section M1411.3.1.1; add text to read as follows: M1411.3.1.1 Water -level monitoring devices. On down -flow units ... (bulk of text unchanged)... installed in the drain line. A water level detection device may be installed only with prior approval of the building official. **M1503.4 Makeup Air Required, Amend and add exception as follows: M1503.d Makeup air required. Exhaust hood systems capable of exhausting in excess of 400 cubic feet per minute (0.19 m3/s) shall be provided with makeup air at a rate approximately equal to the difference between the exhaust air rate and 400 cubic feet per minute. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. Exception: Where all appliances in the house are of sealed combustion, power -vent, 'invented, or electric, the exhaust hood system shall be permitted to exhaust up to 600 cubic feet per minute (0.28 m3/s) without providing makeup air. Exhaust hood systems capable of exhausting in excess of 600 cubic feet per minute (0.28 m3/s) shall be provided with a makeup air at a rate approximately equal to the difference between the exhaust air rate and 600 cubic feet per minute. **Section M2045.2; change to read as follows: M2005.2 Prohibited locations. Fuel -fired water heaters shall not be installed in a room used as a storage closet. Water heaters located in a bedroom or bathroom shall be installed in a sealed enclosure so that combustion air will not be taken from the living space. Access to such enclosure may be from the bedroom or bathroom when. through a solid door, weather-stripped in accordance with the exterior door air leakage requirements of the International Energy Conservation Code and equipped with an approved self -closing device, Installation of direct -vent water heaters within an enclosure is not required **Section M2005.2.2; add to read as follows: M2005.2.2 Water heaters other than tankless shall not be installed within attics; with the exception of replacement of existing water heaters. **Section G2408.3 (305.5); delete. **Section G2415.2.1 (404.2.1); add a second paragraph to read as follows: Both ends of each section of medium pressure gas piping shall identify its operating gas pressure with an approved tag, The tags are to be composed of aluminum or stainless steel and the following wording shall be stamped into the tag: "WARNING: 1/2 to 5 psi gas pressure - Do Not Remove" **Section G2415.2.2 (404.2.2); add an exception to read asfollo►vs: Exception; Corrugated stainless steel tubing (CSST) shall be a minimum of 1/2" (18 EDH). **Section G2415.12 (404.12); change to read as follows: e G2415.12 (404.12) Minimum burial depth. Underground piping systems shall be installed a minimum depth of 18 inches (457 mm) below grade. **Section G2417.1 (406.1); change to read as follows: G2417.1 (406.1) General. Prior to acceptance and initial operation, all piping installations shall be inspected and pressure tested to determine that the materials, design, fabrication, and installation practices comply with the requirements of this code. The permit holder shall make the applicable tests prescribed in Sections 2417.1.1 through 2417.1.5 to determine compliance with the provisions of this code. The permit holder shall give reasonable advance notice to the building official when the piping system is ready for testing. The equipment, material, power and labor necessary for the inspections and test shall be furnished by the permit holder and the permit holder shall be responsible for determining that the work will withstand the test pressure prescribed in the following tests. **Section G2417.4; change to read as follows: G2417.4 (406.4) Test pressure measurement. Test pressure shall be measured with a manometer or with a pressure -measuring device designed and calibrated to read, record, or indicate a pressure loss caused by leakage during the pressure test period. The source of pressure shall be isolated before the pressure tests are made. **Section G24174.1; change to read as follows: G2417.4.1(406.4.1) Test pressure. The test pressure to be used shall be no less than 3 psig (20 kPa gauge), or at the discretion of the Code Official, the piping and valves may be tested at a pressure of at least six (6) inches (152 mm) of mercury, measured with a manometer or slope gauge. For tests requiring a pressure of 3 .psig, diaphragm gauges shall utilize a dial with a minimum diameter of three and one half inches (3 '/2"), a set hand, 1/10 pound inerementation and pressure range not to exceed 6 psi for tests requiring a pressure of 3 psig. For tests requiring a pressure of 10 psig, diaphragm gauges shall utilize a dial with a minimum diameter of three and one-half inches (3 '/2"), a set hand, a minimum of 2/10 pound incrementation and a pressure range not to exceed 20 psi. For welded piping, and for piping carrying gas at pressures in excess of fourteen (14) inches water column pressure (3.48 kPa) (1/2 psi) and less than 200 inches of water column pressure (52.2 kPa) (7.5 psi), the test pressure shall not be less than ten (10) pounds per square inch (69.6 kPa). For piping carrying gas at a pressure that exceeds 200 inches of water column (52.2 kPa) (7.5 psi), the test pressure shall be not less than one and one-half times the proposed maximum working pressure. Diaphragm gauges used for testing must display a current calibration and be in good working condition. The appropriate test must be applied to the diaphragm gauge used for testing **section G2417.4.2; change to read asfollows: G2417.4.2 (406.4.2) Test duration. The test duration shall be held for a length of time satisfactory to the Building Official, but in no case for less than fifteen (15) minutes. For welded piping, and for piping carrying gas at pressures in excess of fourteen (14) inches water column pressure (3.48 kPa), the test duration shall be held for a length of time satisfactory to the Building Official, but in no case for less than thirty (30) minutes. **Section G2420.1 (406.1); add Section G2420.1.4 to read as follofvs: 70 02420.1.4 Valves in CSST installations. Shutoff valves installed with corrugated stainless steel (CSST) piping systems shall be supported with an approved termination fitting, or equivalent support, suitable for the size of the valves, of adequate strength and quality, and located at intervals so as to prevent or damp out excessive vibration but in no case greater than 12-inches from the center of the valve. Supports shall be installed so as not to interfere with the free expansion and contraction of the systern's piping, fittings, and valves between anchors. All valves and supports shall be designed and installed so they will not be disengaged by movement of the supporting piping. **Section G2420.5.1(409.5.1); add text to read cis follows: G2420.5.1(409.5.1) Located within the same room. The shutoff valve ... {bulk of paragraph unchanged)... in accordance with the appliance manufacturer's instructions. A secondary shutoff valve must be installed within 3 feet (914 mm) of the firebox if appliance shutoff is located in the firebox. *'*Section G2421.1(410.1); add text and Exception to read as follows: G2421.1(410.1) Pressure regulators. A line pressure regulator shall be ... {bulk of paragraph unchanged) ... approved for outdoor installation. Access to regulators shall comply with the requirements for access to appliances as specified in Section M1305. Exception: A passageway or level service space is not required when the regulator is capable of being serviced and removed through the required attic opening. **Section G2422.1.2.3 (411.1.3.3); delete Exception 1 and Exception 4. **Section G2445.2 (621.2); add Exception to read asfolloips: G2445.2 (621.2) Prohibited use. One or more unvented room heaters shall not be used as the sole source of comfort heating in a dwelling unit. Exception: Existing approved unvented room heaters may continue to be used in dwelling units, in accordance with the code provisions in effect when installed, when approved by the Building Official unless an unsafe condition is determined to exist as described in International Fuel Gas Code Section 108.7 of the Fuel Gas Code. **Section G2448.1.1(624.1.1); change to read as follows: G2448.1.1 (624.1.1) installation requirements. The requirements for water heaters relative to access, sizing, relief valves, drain pans and scald protection shall be in accordance with this code. ** Section P2801.5.1; add to read as folloips: P2801.5.1 Water heaters other than tankless shall not be installed within attics; with the exception of replacement of existing water heaters. **Section P2801.6.1; change to read as follows: Section P2801.6.1 Pan size and drain. The pan shall be not less than 11/2 inches (38 mm) in depth and shall be of sufficient size and shape to receive all dripping or condensate from the tank or water heater. The pan shall be drained by an indirect waste pipe having a diameter of not less than 3/4 inch (19 mm). Piping for safety pan drains shall be of those materials listed in Table 605.4. Multiple pan drains may terminate to a single discharge piping system when approved by the administrative 71 authority and permitted by the manufactures installation instructions and installed with those instructions. ** Section P2804.6.1; change to read as, follows: Section P2804.6.1 Requirements for discharge piping. The discharge piping serving a pressure relief valve, temperature relief valve or combination thereof shall: 1. Not be directly connected to the drainage system. 2. Discharge through an air gap. 3. Not be smaller than the diameter of the outlet of the valve sewed and shall discharge full size to the air gap. 4. Serve a single relief device and shall not connect to piping serving any other relief device or equipment. Exception: Multiple relief devices may be installed to a single T & P discharge piping system when approved by the administrative authority and permitted by the manufactures installation instructions and installed with those instructions. S. Discharge, to an indirect waste receptor or to the outdoors. [remainder unchanged] **Section P2801.7, add Exception to read as follows: Exceptions: 1. Electric Water Heater. **Section P2902.5.3; change to read as follows: P2902.5.3 Lawn irrigation systems. The potable water supply to lawn irrigation systems shall be protected against backflow by an atmospheric -type vacuum breaker, a pressure -type vacuum breaker, a double-check assembly or a reduced pressure principle backflow preventer. A valve shall not be installed downstream from an atmospheric vacuum breaker. Where chemicals are introduced into the system, the potable water supply shall be protected against backflow by a reduced pressure principle backflow preventer. **Section P2903; delete this section **Section P3003.9.2, delete exception: **Section P3111; delete this section: **Sectiott P3112.2; delete and replace with the fo11o►ving: P311.2.2 Installation. Traps for island sinks and similar equipment shall be roughed in above the floor and may be vented by extending the vent as high as possible, but not less than the drainboard height and then returning it downward and connecting it to the horizontal sink drain immediately downstream from the vertical fixture drain. The return vent shall be connected to the horizontal drain through a wye-branch fitting and shall, in addition, be provided with a foot vent taken off the vertical fixture vent by means of a wye-branch immediately below the floor and extending to the nearest partition and then through the roof to the open air or may be connected to other vents at a point not 72 less than six (6) inches (152 mm) above the flood level rimof the fixtures served. Drainage fittings shall be used on all parts of the vent below the floor level and a minimum slope of one -quarter (1/4) inch per foot (20.9 mm/m) back to the drain shall be maintained. The return bend used under the drain -board shall be a one (1) piece fitting or an assembly of a forty-five (45) degree (0.79 radius), a ninety (90) degree (1.6 radius) and a forty-five (45) degree (0.79 radius) elbow in the order named. Pipe sizing shall be as elsewhere required in this Code. The island sink drain, upstream of the return vent, shall serve no other fixtures. An accessible cleanout shall be installed in the vertical portion of the foot vent. **Section E3405.3.1; add to read as follows: E3405.3.1 Panelboards shall not be installed on the exterior of the dwelling unit. "Appendix Q Reserved Amended to read as follows: Appendix Q. Swimming Pools, Spas and Hot Tubs. SECTION AQ101 GENERAL AQ101.1 General. The provisions of this appendix shall control the design and construction of swimming pools, spas and hot tubs installed in or on the lot of a one- or two-family dwelling. AQ101.2 Pools in flood hazard areas. Pools that are located in flood hazard areas established by Table R301.2(1), including above -ground pools, on- ground pools and in -ground pools that involve placement of fill, shall comply with Section AQ101.2.1 or AQ101.2.2. Exception: Pools located in riverine flood hazard areas which are outside of designated floodways. AQ101.2.1 Pools located in designated floodways. Where pools are located in designated floodways, documentation shall be submitted to the building official which demonstrates that the construction of the pool will not increase the design flood elevation at any point within the jurisdiction. AQ101.2.2 Pools located where floodways have not been designated. Where pools are located where design flood elevations are specified but floodways have not been designated, the applicant shall provide a floodway analysis that demonstrates that the proposed pool will not increase the design flood elevation more than 1 foot (305 mm) at any point within the jurisdiction. SECTION AQ102 DEFINITIONS AQ102.1 General. For the purposes of these requirements, the terms used shall be defined as follows and as set forth in Chapter 2. ABOVE-GROUND/ON-GROUND POOL, See "Swimming pool." BARRIER. A fence, wall, building wall or combination thereof which completely surrounds the swimming pool and obstructs access to the swimming pool. HOT TUB. See "Swimming pool." IN -GROUND POOL. See "Swimming pool," RESIDENTIAL. That which is situated on the premises of a detached one- or two-family dwelling, or a one -family townhouse not more than three stories in height. SPA, NONPORTABLE. See "Swimming pool." 73 SPA, PORTABLE. A nonpermanent structure intended for recreational bathing, in which all controls, water -heating and water -circulating equipment are an integral part of the product. SWIMMING POOL. Any structure intended for swimming or recreational bathing that contains water more than 24 inches (610 mm) deep. This includes in -ground, above -ground and on -ground swimming pools, hot tubs and spas. SWIMMING POOL, INDOOR. A swimming pool which is totally contained within a structure and surrounded on all four sides by the walls of the enclosing structure. SWIMMING POOL, OUTDOOR. Any swimming pool which is not an indoor pool, SECTION AG103 SWIMMING POOLS AQ1031 In -ground pools. In -ground pools shall be designed and constructed in compliance with ANSI/NSPI-5. AQ103.2 Above -ground and on -ground pools. Above -ground and on -ground pools shall be designed and constructed in compliance with ANSI/NSPI-4. AQ103.3 Pools in flood hazard areas. In flood hazard areas established by Table R301.2 (1), pools in coastal high -hazard areas shall be designed and constructed in compliance with ASCE 24, SECTION AQ104 SPAS AND HOT TUBS AQ104.1 Permanently installed spas and hot tubs. Permanently installed spas and hot tubs shall be designed and constructed in compliance with ANSI/NSPI-3. AQ104.2 Portable spas and hot tubs. Portable spas and hot tubs shall be designed and constructed in compliance with ANSI/NSPI-6. . SECTION AQ105 BARRIER REQUIREMENTS AQ105.lApplication. The provisions of this appendix shall control the design of barriers for residential swimming pools, spas and hot tubs. These design controls are intended to provide protection against potential drownings and near-drownings by restricting access to swimming pools, spas and hot tubs. AQ105.2 Outdoor swimming pool. An outdoor swimming pool, including an in -ground, above- ground or on -ground pool, hot tub or spa shall be surrounded by a barrier which shall comply with the following: l . The top of the barrier shall be at least 72 inches (1219mm) above grade measured on the side of the barrier, which faces away from the swimming pool. The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inches (5lmm) measured on the side of the barrier, which faces away from the swimming pool. Where the top of the pool structure is above grade, Such as an above -ground pool, the barrier may be at ground level, such as the pool structure, or mounted on top of the pool structure. Where the barrier is mounted on top of the pool structure, the maximum vertical clearance between the top of the pool structure and the bottom of the barrier shall be 4 inches (102mm). 2.Openings in the barrier shall not allow passage of a 4-inch-diameter (102mm) sphere. 3, Solid barriers which do not have openings, such as a masonry or stone wall, shall not 74 contain indentations or protrusions except for normal construction tolerances and tooled masonry joints. 4. Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is less than 45 inches (I 143mm), the horizontal inembers shall be located on the swimming pool side of the fence. Spacing between vertical members shall not exceed 1.75 inches (44mm) in width. Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1.75 inches (44 mm) in width. 5. Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is 45 inches (1143 mm) or more, spacing between vertical members shall not exceed 4 inches (102 mm). Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1.75 inches (44 rnm) in width. 6. Maximum mesh size for chain link fences shall be a 2.25-inch (57 mm) square unless the fence is provided with slats fastened at the top or the bottom which reduce the openings to not more than 1.75 inches (44 mm). 7. Where the barrier is composed of diagonal members, such as a lattice fence, the maximum opening formed by the diagonal members shall not be more than 1.75 inches (44 mm). 8. Access gates shall comply with the requirements of Section AQ105.2, Items 1 through 7, and shall be equipped to accommodate a locking device. Pedestrian access gates shall open outward away from the pool and shall be self -closing and have a self latching device. Gates other than pedestrian access gates shall have a self -latching device. Where the release mechanism of the self -latching device is located less than 54 inches (1372 min) from the bottom of the gate, the release mechanism and openings shall comply with the following:. 8.1. The release mechanism shall be located on the pool side of the gate at least 3 inches (76 mm) below the top of the gate, and 8.2. The gate and barrier shall not have openings greater than 0.5 inch (13 mm) within 18 inches (457 mm) of the release mechanism. 9. Where a wall of a dwelling serves a part of the barrier one of the following conditions shall be met: 9.1. The pool shall be equipped with a powered safety cover in compliance with ASTM F1346; or 9.2. Doors with direct access to the pool through that wall shall be equipped with an alarm which produces an audible warning when the door and/or its screen, if present, are opened. The alarm shall be listed and labeled in accordance with UL 2017. The deactivation switch (es) shall be located at least 54 inches (1372 mm) above the threshold of the door; or 9.3.Other means of protection, such as self -closing doors with self latching devices, which are approved by the governing body, shall be acceptable as long as the degree of protection afforded is not less than the protection afforded by Item 9.1 or 9.2 described above. 10. Where an above -ground pool structure is used as a barrier or where the barrier is mounted on top of the pool structure, and the means of access is a ladder or steps, then: 10.1. The ladder or steps shall be capable of being secured, locked or removed to prevent access, or 10.2. The ladder or steps shall be surrounded by a barrier which meets the requirements of Section AQ 105.2, Items 1 through 9. When the ladder or steps are secured, locked or removed, any opening created shall not allow the passage of a 4-inchdiameter (102 mm) sphere. AQ105.3 Indoor swimming pool. Walls surrounding an indoor swimming pool shall comply with Section AQ105.2, Item 9. 75 AQ105.4 Prohibited locations. Barriers shall be located so as to prohibit permanent structures, equipment or similar objects from being used to climb them. AQ105.5 Barrier exceptions. Spas or hot tubs with a safety cover which complies with ASTM F 1346, as listed in Section AQ107, shall be exempt from the provisions of this appendix SECTION AQ106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS AQ106.1 General. Suction outlets shall be designed and installed in accordance with ANSI/APSP-7. SECTION AQ107 ABBREVIATIONS AQ107-1 General. ANSI —American National Standards Institute I 1 West 42nd Street New York, NY 10036 APSP--Association of Pool and Spa Professionals NSPI—National Spa and Pool Institute 2111 Eisenhower Avenue Alexandria, VA 22314 ASCU —American Society of Civil Engineers 1801 Alexander Bell Drive Reston, VA 98411-0700 ASTM—ASTM International 100 Bata Harbor Drive West Conshohocken, PA 19428 UL—Underwriters Laboratories, Inc. 333 Pfingsten Road Northbrook, IL 60062-2096 SECTION AQ108 REFERENCED STANDARDS AQ108.1 General. ANSI/NSP ANSI/NSPI- Standard for Permanently Installed 3---99 Residential Spas AQ104.1 ANSI/NSPI- Standard for Above- 4-99 ground/ On -ground Residential Swimming AQ103.2 ANSI/NSPI- Standard for Residential 5-03 In -ground Swimming Pools AQ103.1 ANSINNSPI- Standard for Residential 6-99 Portable Spas AQ104.2 ANSI/APSP 76 ANSI/NSPI- Standard for Suction Entrapment AQ106.1 7--06 Avoidance in Swimming Pools Wading Pools, Spas, Hot Tubs and Catch Basins ASCE ASCE/SEI- Flood -resistant Design and AQ103 3 24-05 Construction ASTM ASTM F Performance Specification AQ 105.2, 1346-91 for Safety Covers and Labeling AQ105.5 (2003) Requirements for All Covers for Swimming Pools Spas and Hot Tubs UL ASTM F Performance Specification 1346-91 for Safety Covers and Labeling AQ105.2, (2003) Re.nnirPjnPntc for All C'.nwr-q AO105.5 UL UL Standard for General-purpose 2017-2000 Signaling Devices and AQ105.2, Systems —with revisions through June 2004 ARTICLE 3.2500 TNF UY CQNSERVATION CODE See.3.2501 Adopted The International Energy Conservation Code, 2015 Edition as published by the International Code Council is hereby adopted. One (1) copy of said code is incorporated herein by reference and shall be kept on file in the office of the building official. Sec.3.2502 Amendments **Section C1021R1023 add Section C102.1.2 and R102.1.2 to rend as follows: C102.1.2 Alternative compliance. A building certified by a national, state, or local accredited 77 energy efficiency program and determined by the Energy Systems Laboratory to be in compliance with the energy efficiency requirements of this section may, at the option of the Code Official, be considered in compliance. The United States Environmental Protection Agency's Energy Star Program certification of energy code equivalency shall be considered in compliance. R102.1.2 Alternative compliance. A building certified by a national, state, or local accredited energy efficiency program and determined by the Energy Systems Laboratory to be in compliance with the energy efficiency requirements of this section may, at the option of the Code Official, be considered in compliance. The United States Environmental Protection Agency's Energy Star Program certification of energy code equivalency shall be considered in compliance. Regardless of the program or the path to compliance, each 1- and 2-family dwelling shall be tested for air and duct leakage as prescribed in Section R402.4 and R403.3.3 respectively. **Section C202 and R202; add the following definition: PROJECTION FACTOR. The ratio of the horizontal depth of the overhang, cave or permanently attached shading device, divided by the distance measured vertically from the bottom of the fenestration glazing to the underside of the overhang, cave or permanently attached shading device. **Section R202; add the following: D'YNAMC GLAZING. Any fenestration product that has the fully reversible ability to change it performance properties, including U-factor, solar heat gain coefficient (SHGC), or visible transmittance (VT). **Section R402.3.2 Glazed fenestration SHGC; amend by adding a paragraph and table following the exception to read as follows: Where vertical fenestration is shaded by an overhang, cave, or permanently attached shading device, the SHGC required in Table R402.1.2 shall be reduced by using the multipliers in Table R402.3.2 SHGC Multipliers for Permanent Projections. nnnn o n ovnnae., I+:f r P—mnnant Prnieetinns- Projection Factor SHGC :Multiplier (all Other Orientation) SHGC Multiplier (North Oriented) 0-0.10 1.00 1.00 >0.10-0.20 0.91 0.95 >0.20-0.30 0.82 0.91 >0.30-0.40 0.74 0.87 >0.40-0.50 0.67 0.84 >0.50-0.60 0.61 0,81 >0.60-0.70 0.56 0.78 >0.70- 0.80 0.51 0.76 >0.80-0.90 0.47 0.15 >0.90-1.00 0.44 0.73 North oriented means ♦vithin 45 degrees orlrue north, r: *R402.4.1.2 Testing; Add a last paragraph to read as follows: Mandatory testing shall only be performed by individuals that are certified to perform air infiltration testing certified by national or state organizations as approved by the building official. The certified individuals must be an independent third -party entity, and may not be employed; or have any financial interest in the company that constructs the structure. R403.3.3 Duct Testing (Man(latory) Add a lost paragraph. to read: Mandatory testing shall only be performed by individuals that are certified to perform duct testing leakage testing certified by national or state organizations as approved by the building official. The certified individuals must be an independent third -party entity, and may not be employed; or have any financial interest in the company that constructs the structure. **Section C402.2.7/R402.2; Add Section C402.2.9 and R402.2.14 to read. - Section C402.2.7/R402.2.14 Insulation installed in walls. To insure that insulation remains in place, insulation installed in walls shall be totally enclosed on all sides consisting of framing lumber, gypsum, sheathing, wood structural panel sheathing, netting or other equivalent material approved by the building official. **Section R405.6.2; add the following sentence to the end of paragraph: Acceptable performance software simulation tools may include, but are not limited to, REM RateTM, Energy Gauge and I0.Other performance software programs accredited by RESNET BESTEST and having the ability to provide a report as outlined in R405.4.2 may also be deemed acceptable performance simulation programs and may be considered by the building official. TABLE R406.4.MAXIMIIMENERGYRATING V DEX; anzend to read asfollows: MAXIMUM ENERGY RATING G table is effective until August 31, 2019. TABLE R406.42 MAXIMUM ENERGY RATING INDEX CLIMATE ZONE ( ENERGY RATING INDEX 3 1 00 1 2 The table is effective from September 1, 2019 to August 31, 2022. TABLE R406.43 MAXIMUM ENERGY RATING INDEX CLIMATE ZONE _ ENERGY RATING INDEX 3 59 3 This table is effective on or after September 1, 2022, 79 ARTICLE 3.2600 IUEL GAS CODE Sec.3.2601 Adopted The International Fuel Gas Code, 2015 Edition as published by the International Code Council is hereby adopted. One (1) copy of said code is incorporated herein by reference and shall be kept on file in the office of the building official. See.3.2602 Amendments **Section 102.2, add an exception to read asfollows: Exception: Existing dwelling units shall comply with Section 621.2. "Section 102.8; change to read as follows: 102.8 Referenced codes and standards. The codes and standards referenced in this code shall be those that are listed in Chapter 8 and such codes, when specifically adopted and standards shall be considered part of the requirements of this code to the prescribed extent of each such reference. Where differences occur between provisions of this code and the referenced standards, the provisions of this code shall apply. Whenever amendments have been adopted to the referenced codes and standards, each reference to said code and standard shall be considered to reference the amendments as well. Any reference to NFPA 70 or the ICC Electrical Code shall mean the Electrical Code as adopted. "Section 306.3, change to read as follows: [MI 306.3 Appliances in attics. Attics containing appliances shall be provided ... {bulk of paragraph unchanged) ... side of the appliance. The clear access opening dimensions shall be a minimum of 20 inches by 30 inches (508 min by 762 mm), or larger where such dimensions are not large enough to allow removal of the largest appliance. A walkway to an appliance shall be rated as a floor as approved by the building official. As a minimum, for access to the attic space, provide one of the following: 1. A permanent stair. 2. A pull down stair with a minimum 300 lb. (136 kg) capacity. 3. An access door from an upper floor level. 4. Access Panel may be used in lieu of items 1, 2, and 3 with prior approval of the code official due to building conditions. Exceptions: 1. The passageway and level service space are not required where the appliance is capable of being serviced and removed through the required opening. 2. Where the passageway is not less than ... {bulk of section to read the same). **Section 306.5, change to read asfollows: ►1, [M] 306.5 Equipment and appliances on roofs or elevated structures. Where equipment requiring access or appliances are located on an elevated structure or the roof of a building such that personnel will have to climb higher than 16 feet (4877 mm) above grade to access, a permanent interior or exterior means of access shall be provided. Permanent exterior ladders providing roof access need not extend closer than 8 12 feet (2438 mm) to the finish grade or floor level below and shall extend to the equipment and appliances' level service space. Such access shall ... {bulk of section to read the same) ... on roofs having a slope greater than 4 units vertical in 12 units horizontal (33-percent slope).... (bulk of section to read the same), **Section 306.5.1; change to read as follows: [M] 306.5.1 Sloped roofs. Where appliances, equipment, fans or other components that require service are installed on a roof having a slope of 3 units vertical in 12 units horizontal (25-percent slope) or greater and having an edge more than 30 inches (762 mm) above grade at such edge, a catwalk at least 16 inches in width with substantial cleats spaced not more than 16 inches apart shall be provided from the roof access to a level platform at the appliance. The level platform shall be provided on each side of the appliance to which access is required for service, repair or maintenance. The platform shall be not less than 30 inches (762 mm) in any dimension and shall be provided with guards. The guards shall extend not less than 42 inches (1067 mm) above the platform, shall be constructed so as to prevent the passage of a 21-inch-diameter (533 min) sphere and shall comply with the loading requirements for guards specified in the International Building Code. **Section 306; add Section 306.7 with exception and subsection 306.7.1 to read as follows: 306.7 Water heaters above ground or floor. When the attic, roof, mezzanine or platform in which a water heater is installed is more than eight (8) feet (243 8 mm) above the ground or floor level, it shall be made accessible by a stairway or permanent ladder fastened to the building. **Section 401.5, add a second paragraph to read as follows: Both ends of each section of medium pressure gas piping shall identify its operating gas pressure with an approved tag. The tags are to be composed of aluminum or stainless steel and the following wording shall be stamped into the tag: "WARNING 1/2 to 5 psi gas pressure Do Not Remove" "Section 402.3; add an exception to read as follows: Exception: Corrugated stainless steel tubing (CSST) shall be a minimum of 1/2" (18 EHD). **Section 404.12; change to read as follows: 404.12 Minimum burial depth. Underground piping systems shall be installed a minimum depth of 18 inches (458 mm) top of pipe below grade. **Section 406.1; change to read as follows: 406.1 General. Prior to acceptance and initial operation, all piping installations shall be inspected and pressure tested to determine that the materials, design, fabrication, and installation practices comply with the requirements of this code. The permit holder shall make the applicable tests 01 prescribed in Sections 406.1.1 through 406.1.5 to determine compliance with the provisions of this code. The permit holder shall give reasonable advance notice to the code official when the piping system is ready for testing. The equipment, material, power and labor necessary for the inspections and test shall be furnished by the permit holder and the permit holder shall be responsible for determining that the work will withstand the test pressure prescribed in the following tests. **Section 406.4; change to read asfollorvs: 406.4 Test pressure measurement. Test pressure shall be measured with a manometer or with a pressure -measuring device designed and calibrated to read, record, or indicate a pressure loss caused by leakage during the pressure test period. The source of pressure shall be isolated before the pressure tests are made. **Section 406.4.1; change to react as follows: 406.4.1 Test pressure. The test pressure to be used shall be no less than 3 psig (20 kPa gauge), or at the discretion of the Code Official, the piping and valves may be tested at a pressure of at least six (6) inches (152 mm) of mercury, measured with a manometer or slope gauge. For tests requiring a pressure of 3 psig, diaphragm gauges shall utilize a dial with a minimum diameter of three and one half inches (3 '/a"), a set hand, l/10 pound incrementation and pressure range not to exceed 6 psi for tests requiring a pressure of 3 psig. For tests requiring a pressure of 10 psig, diaphragm gauges shall utilize a dial with a minimum diameter of three and one-half inches (3 '/2"), a set hand, a minimum of 2/10 pound incrementation and a pressure range not to exceed 20 psi. For welded piping, and for piping carrying gas at pressures in excess of fourteen (14) inches water column pressure (3.48 kPa) (1/2 psi) and less than 200 inches of water column pressure (52.2 kPa) (7.5 psi), the test pressure shall not be less than ten (10) pounds per square inch (69.6 kPa). For piping carrying gas at a pressure that exceeds 200 inches of water column (52.2 kPa) (7.5 psi), the test pressure shall be not less than one and one-half tines the proposed maximum working pressure. Diaphragm gauges used for testing must display a current calibration and be in good working condition. The appropriate test must be applied to the diaphragm gauge used for testing. **Section 406.4.2; change to react as follows: 406.4.2 Test duration. Test duration shall be held for a length of time satisfactory to the Code Official, but in no case for less than fifteen (15) minutes. For welded piping, and for piping carrying gas at pressures in excess of fourteen (14) inches water column pressure (3.48 kPa), the test duration shall be held for a length of time satisfactory to the Code Official, but in no case for less than thirty (30) minutes. (Delete remainder of section.) **Section 409.1; acid Section 409.1.4 to react as follows: 409.1.4 Valves in CSST installations. Shutoff valves installed with corrugated stainless steel (CSST) piping systems shall be supported with an approved termination fitting, or equivalent support, suitable for the size of the valves, of adequate strength and quality, and located at intervals so as to prevent or damp out excessive vibration but in no case greater than 12-inches from the center of the valve. Supports shall be installed so as not to interfere with the free expansion and contraction of the system's piping, fittings, and valves between anchors. All valves and supports shall be designed and installed so they will not be disengaged by movement of the supporting piping. **Section 410.1; acid a second,paragraph and exception to react as follows: Access to regulators shall comply with the requirements for access to appliances as specified in Section 306, Exception: A passageway or level service space is not required when the regulator is capable of being serviced and removed through the required attic opening. "*Section 621.2; add exception as follojvs: 621.2 Prohibited use. One or more unvented room heaters shall not be used as the sole source of comfort heating in a dwelling unit. Exception: Existing approved unvented heaters may continue to be used in dwelling units, in accordance with the code provisions in effect when installed, when approved by the Code Official unless an unsafe condition is determined to exist as described in Section 108.7. ARTICLE 3.2700 INTERNATIONAL EXISTING BUILDING CODE Sec.3.2701 Adopted The International Existing Building Code, 2015 Edition as published by the International Code Council is hereby adopted. One (1) copy of said code is incorporated herein by reference and shall be kept on file in the office of the building official. See.3.2702 Amendments "*Section 102.4, change tq react as follojvs: [A] 1.02.4 Referenced codes and standards. The codes, when specifically adopted, and standards referenced in this code shall be considered part of the requirements of this code to the prescribed extent of each such reference and as further regulated in Sections 102.4.1 and 102.4.2. "*Section 202, amend definition of Existing Building as follows: Existing Building - A building, structure, or space, with an approved final inspection issued under a code edition which is at least 2 published code editions preceding the currently adopted building code; or a change of occupancy. ""Section 405.1.2, 405.1.3, 405.1.4, change to read as follows: 405.1.2 Existing fire escapes. Existing fine escapes shall continue to be accepted as a component in the means of egress in existing buildings only. Existing fire escapes shall be permitted to be repaired or replaced. "Section 405.1.3; delete entire section: "Section 406.2, change to read as follows: 406.2 Replacement window opening control devices. In Group R 2 or R-3 buildings containing dwelling units, window opening control devices complying with ASTM P 2090 shall be installed where an existing window is replaced and where all of the following apply to the replacement window ... The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the minimum net clear opening area of the window unit to less than the area required by Section 1030.2 of the International Building Code. (remainder unchanged) **Section 406.3; chtinge to read as follows: 406.3 Replacement window emergency escape and rescue openings. Where windows are required to provide emergency escape and rescue openings in Group R-2 and R-3 occupancies, replacement windows shall be exempt from the requirements of Sections 1030.2, 1030.3 and 1030.5 of the International Building Code provided the replacement window meets the following conditions: (remainder unchanged) **Section 409.1 add an exception to read as follows: Exception: Moved historic buildings need not be brought into compliance with the exception of new construction features required as the result of such movement, including but not limited to foundations and/or other structural elements. **Section 410.1 adds an exception to read as follows: Exception: Components of projects regulated by and registered with Architectural Barriers Division of Texas Department of Licensing and Regulation shall be deemed to be incompliance with the requirements of this chapter. **Section 602.3; add code reference to read as follows: 602.3 Glazing in hazardous locations. Replacement glazing in hazardous locations shall comply with the safety glazing requirements of the International Building Code, International Energy Conservation Code, or International Residential Code as applicable. **Section 607.1; add a code reference to read as follows: 607.1 Material. Existing electrical wiring and equipment undergoing repair shall be allowed to be repaired or replaced with like material, in accordance with the requirements of NFPA 70. **Section 702.6, add a code reference to read as follows: 702.6 Materials and methods. All new work shall comply with the materials and methods requirements in the International Building Code, International Energy Conservation Code, International Mechanical Code, National Electrical Code, and International Plumbing Code, as applicable, that specify material standards, detail of installation and connection, joints, penetrations, and continuity of any element, component, or system in the building. **Section 802.1; add a code reference to read as follows: 802.1 General. Alteration of buildings classified as special use and occupancy as described in Chapter 4 of the International Building Code shall comply. with the requirements of Section 801.1 and the seoping provisions of Chapter 1 where applicable. A **Section 803.51; Exception; change to read as follows: 803.5.1 Minimum requirement. Every portion of open -sided walking surfaces, including mezzanines, equipment platforms, aisles, stairs, ramps and Iandings that are not provided with guards, or those in which the existing guards are judged to be in danger of collapsing, shall be provided with guards. **Section 804.1; add sentence to read as follows: For the purpose of fire sprinkler protection and fire alarm requirements included in this section, the work area shall be extended to include at least the entire tenant space or spaces bounded by walls capable of resisting the passage of smoke containing the subject work area, and if the work area includes a corridor, hallway, or other exit access, then such corridor, hallway, or other exit access shall be protected in its entirety on that particular floor level. **Section 804.2.2, Number 2; change Exception to rend as follorps: Exception: Where the building does not have sufficient municipal water supply for design of a fire sprinkler system available to the floor without installation of a new fire pump, fire.sprinkler protection shall not be required. **Section 804.2.5; change Exception to read as follows: Exception: Supervision is not required where the Fire Code does not require such for new construction. **Section 804.3; change section to react as follows: 804.3 Standpipes. Refer to Section 1103.6 of the Fire Code for retroactive standpipe requirements. {Delete rest of Section 804.3.} **Section 805.2, Reprove Exception #1 **Section 805.3.1.1; delete #4 **Section 805.3.1.2, add change to read as follows: 805.3.1.2 Fire Escapes required. For other than Group I-2, where more than one exit is required an existing fire escape complying with section 805.3.1.2.1 shall be accepted as providing one of the required means of egress. **Section 805.3.1.2.1; add change to read as follows: 805.3.1.2.1 Fire Escape access and details - ... 2..Access to a fire escape shall be through a door... 3. Strike whole section 5. In all building of Group E occupancy up to and including the 12th grade, building of Group I occupancy, boarding houses, and childcare centers, ladders of any type are prohibited on fire escapes used as a required means of egress. **Section 805.3.1.2.2; delete entire section. **Section 805.3.1.2.3; delete entire section. **Section 805.5.2 Transoms Add note to read as follows: B and E occupancies are not included in the list and consideration should be given to adding theta depending on existing buildings stock. **Section 806.2; add an exception to real as follows: Exception: Components of projects regulated by and registered with Architectural Barriers Division of Texas Department of Licensing and Regulation shall be deemed to be incompliance with the requirements of this chapter. **Section 904. X; add sentence to real as follows: For the purpose of fire sprinkler protection and fire alarm requirements included in this section, the work area shall be extended to include at least the entire tenant space or spaces bounded by walls containing the subject work area, and if the work area includes a corridor, hallway, or other exit access, then such corridor, hallway, or other exit access shall be protected in its entirety on that particular floor level. **Section 904.1; add sentence to read as follows: 904.1.1 High-rise buildings. An automatic sprinkler system shall be provided in work areas of high-rise buildings **Section 1401.2; change to read as follows: 1401.2 Applicability. Structures existing prior to the date of an approved final inspection issued under a code edition which is at least two published code editions preceding the currently adopted building code; or a change of occupancy, {rest of section un-changed}. **Section 1401.3.2; change to read as folio}vs: 1401.3.2 Compliance with other codes. Buildings that are evaluated in accordance with this section shall comply with the International Fire Code. ** Chapter 16 —Referenced Standards, change to read as follows: IECC Edition as adopted by the State of Texas International Energy Conservation Code®. . 301.2, 702.6, 708.1, 811.1, 908.1 See.3.2401 Adopted The Swimming fool and Spa Code, 2015 Edition as published by the International Code Council is hereby adopted. One (1) copy of said code is incorporated herein by reference and shall be kept on file in the office of the building official. :i ARTICLE 3.3000 MODEL 11QME STANDARDS See.3.2901 Purpose This article establishes standards for model home construction prior to the subdivision being fully inspected and approved. See 3.2902 Standards The construction of model homes prior to the acceptance of public improvements by the city shall be subject to the conditions of this section. Any exceptions to the following conditions shall require the approval of the city council: I. Each builder shall be allowed a maximum of one (1) model home per subdivision, subject to the limitations set forth in subsection (2) of this section unless previously approved by the city. 2. No more than four (4) model homes shall be allowed in any one subdivision unless previously approved by the city. 3. No model home may be constructed prior to the issuance of a building permit by the city. The building official may revoke the building permit for failure to follow the Model Home Guidelines. 4. No model home shall be sold or occupied until a final certificate of occupancy has been issued for the structure and a final acceptance of subdivision improvements is obtained fi•om the city in accordance with the rules, regulations and ordinances of the city. 5. All utility connections are considered to be temporary and may be revoked for failure to follow Model Home Guidelines. 6. Model homes shall be constructed on developed lots along developed streets. 7. The developer/owner shall file a hold harmless agreement with the city agreeing to fully release the city from all claims, suits, judgments and demands against the city which have accrued or which may accrue, and to hold the city harmless from all claims, suits, judgments and demands against the city, either severally or jointly, which have accrued or which may accrue as a result of the improvements, including sidewalks, streets, water and sewer lines, installation of electricity and other utilities, not having been fully inspected and approved by the city. 8. The hold harmless agreement shall also indicate that the city shall assume no liability for the development or construction of the development or the improvements. The city only grants permission for the construction of the model homes and in no way shall be held liable for the development of the development or for any injury or damages which may result from the improvements, including those mentioned in subsection (5) of this section, not having been fully inspected and accepted by the city. Section 2. All ordinances or parts of ordinances in conflict herewith are, to the extent of such conflict, hereby repealed. Section 3. It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, phrases and words of this ordinance are severable and, if any word, phrase, clause, sentence, paragraph, or section of this ordinance shall be declared unconstitutional by the valid judgement or decree of any court competent jurisdiction, such unconstitutionality shall not affect any of the remaining portions of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this ordinance of any such unconstitutional word, phrase, clause, sentence, paragraph or section. Section 4. Any person, fj 1m or corporation who shall violate any of the provisions of this article shall be guilty of a misdemeanor and upon conviction shall be fined in accordance with the general penalty provision found in Section 1.109 of the Code of Ordinances. Section 5. This ordinance will take effect oil May 1, 2019. DULY PASSED, APPROVED AND ADOPTED, this the day of 2019, by the City Council of the City of Sanger, Denton County, Texas. APPROVED Thomas E. • Mnir, MAYOR ATTEST: Clieryl Price, CITY SECRETARY BANGER *TEXAS COUNCIL AGENDA ITEM AGENDA TYPE ® Regular ❑ Special ❑ Consent Reviewed by Finance ❑ Workshop ❑ Executive ❑ Public Hearing Reviewed by Legal ❑ Yes ® Not Applicable ❑ Yes I N—Not Applicable COUNCIL MEETING DATE: SUBMITTED BY: April 15, 2019 Ramie Hammonds, Development Services Director City Manager Reviewed/Approval Initials G Date k 1i( ACTION REQUESTED: ®ORDINANCE ❑ RESOLUTION M APPROVAL ❑ CHANGE ORDER ❑AGREEMENT ❑ APPROVAL OF BID ❑ AWARD OF CONTRACT ❑ CONSENSUS ❑ REAPPOINTMENTS AGENDA CAPTION Consider, Discuss and Possibly Act on Ordinance # 04-11-19 - Amending Chapter 5 of the Code of Ordinances, Article 5.200 "International Fire Code" FINANCIAL SUMMARY MN/A ❑GRANT FUNDS []OPERATING EXPENSE []REVENUE ❑CI P ❑BUDGETED []NON -BUDGETED FISCAL YEAR: PRIOR YEAR CURRENT YEAR FUTURE YEARS TOTALS Proposed Expenditure Amount Encumbered Amount BALANCE FUND(S) TO BE USED: General ❑$ Utility ❑ $ Special ❑ $ BACKGROUND/SUMMARY OF ITEM Staff is proposing several amendments and updates to Chapter 3 (Building Regulations) of the Code of Ordinances. The most significant changes are as follows: • Adopt the 2015 Edition of the International Fire Code as published by the International Code Council; adopt local amendments. STAFF OPTIONS & RECOMMENDATION Staff recommends that City Council approve Ordinance # 04-11-19 List of Supporting Documents/Exhibits Attached: • Ordinance # 04-11-19 Prior Action/Review by Council, Boards, Commissions or Other Agencies: N/A .s ORDINANCE # 04-11-19 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS AMENDING CHAPTER 5 OF THE CODE OF ORDINANCES, ARTICLE 5.200 "INTERNATIONAL FIRE CODE"; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING A SEVERABILITY CLAUSE; PROVIDING FOR A PENALTY; AND PROVIDING FOR AN EFFECTIVE DATE. NOW THE, BE IT ORDAINED BY THE CITY COUNCIL OF THE, CITY OF SANGER, TEXAS: Section 1. That Chapter 5 of the Code of Ordinances, City of Sanger, Texas is hereby amended to read as follows: ARTICLE 5.200 INTERNATIONAL FIRE CODE See.5.201 Adopted The International Fire Code, 2015 Edition as published by the International Code Council is hereby adopted. One (1) copy of said code is incorporated herein by reference and shall be kept on file in the office of the building official. See.5.202 Amendments The International Fire Code, 2015 Edition as published by the International Code Council is hereby adopted. One (1) copy of said code is incorporated herein by reference and shall be kept on file in the office of the building official. **Section 1©2.1; change #3 to read as follows: 3. Existing structures, facilities, and conditions when required in Chapter I I or in specific sections of this code. **Section 105.3.3; change to rend as follows: 105.3.3 Occupancy Prohibited before Approval. The building or structure shall not be occupied prior to the fire code official issuing a permit when required and conducting associated inspections indicating the applicable provisions of this code have been met. **Section 105.7, add Section 105.7.19 to react as follows: 105.7.19 Electronic access control systems. Construction permits are required for the installation or modification of an electronic access control system, as specified in Chapter 10, A separate construction permit is required for the installation or modification of a fire alarm system that may be connected to rmed in accordance with this code is not considered a the access control system. Maintenance perfo modification and does not require a permit. 0 **Section 202, amend and add definitions to read as follows: ** [B] AMBULATORY CARE FACILITY. Buildings or portions thereof used to provide medical, surgical, psychiatric, nursing, or similar care on a less than. 24-hour basis to persons who are rendered incapable of self-preservation by the services provided. This group may include but not be limited to the following: - Dialysis centers - Procedures involving sedation - Sedation dentistry - Surgery centers - Colonic centers - Psychiatric centers ** [B] ATRIUM. An opening connecting three or more stories... {remaining text unchanged) ** [B] DEFEND IN PLACE. A method of emergency response that engages building components and trained staff to provide occupant safety during an emergency. Emergency response involves remaining in place, relocating within the building, or both, without evacuating the building **FIRE WATCH. A temporary measure intended to ensure continuous and systematic surveillance of a building or portion thereof by one or more qualified individuals or standby personnel when required by the fire code official, for the purposes of identifying and controlling fire hazards, detecting early signs of unwanted fire, raising an alarm of fire and notifying the fire department. **FIREWORKS. Any composition or device for the purpose of producing a visible or an audible effect for entertainment purposes by combustion, deflagration, or detonation, and/or activated by ignition with a match or other heat producing device that meets the definition of I AG fireworks or i.3G fireworks as set forth herein.... (remainder of text unchanged} ... **Option B IIIGII-PILED COMBUSTIBLE STORAGE. add a second paragraph to read as follows. Any building classified as a group S Occupancy or Speculative Building exceeding 6,000 sq. ft. that has a clear height in excess of 14 feet, malting it possible to be used for storage in excess of 12 feet, shall be considered to be high -piled storage. When a specific product cannot be identified, a fire protection system and life safety features shall be installed as for Class IV commodities, to the maximum pile height. **Option B HIGH-RISE BUILDING. A building with an occupied floor located more than SS feet (16 764 mm) above the lowest level of fire department vehicle access. **REPAIR GARAGE. A building, structure or portion thereof used for servicing or repairing motor vehicles. This occupancy shall also include garages involved in minor repair, modification and servicing of motor vehicles for items such as lube changes, inspections, windshield repair or replacement, shocks, minor pant replacement, and other such minor repairs. **SELF-SERVICE STORAGE FACILITY. Real property designed and used for the purpose of renting or leasing individual storage spaces to customers for the purpose of storing and removing 91 personal property on a self-service basis. **STANDBY PERSONNEL. Qualified fire service personnel, approved by the Fire Chief. When utilized, the number required shall be as directed by the Fire Chief. Charges for utilization shall be as normally calculated by the jurisdiction. **UPGRADED OR REPLACED FIRE ALARM SYSTEM. A fire alarm system that is upgraded or replaced includes, but is not limited to the following: • Replacing one single board or fire alarm control unit component with a newer model • installing a new fire alarm control unit in addition to or in place of an existing one • Conversion from a horn system to an emergency voice/alarm communication system • Conversion from a conventional system to one that utilizes addressable or analog devices • The following are not considered an upgrade or replacement: • Firmware updates • Software updates • Replacing boards of the same model with chips utilizing the same or newer firmware **Section 307.1..1; change to read cis follows: 307.1.1 Prohibited open Burning. open burning that is offensive or objectionable because of smoke emissions or when atmospheric conditions or local circumstances make such fires hazardous shall be prohibited. Exception: {No change.} **Section 307 2; change to read as follows: 307.2 Permit Required. A permit shall be obtained from the fire code official in accordance with Section 105.6 prior to kindling a fire for recognized silvicultural or range or wildlife management practices, prevention or control of disease or pests, or open burning. Application for such approval shall only be presented by and permits issued to the owner of the land upon which the fire is to be kindled. Examples of state or local law, or regulations referenced elsewhere in this section may include but not be limited to the following: 1. Texas Commission on Environmental Quality (TCEQ) guidelines and/or restrictions. 2. State, County, or Local temporary or permanent bans on open burning. 3. Local written policies as established by the fire code official. **Section 307.3; change to read as follows: 307.3 Extinguishment Authority. The fire code official is authorized to order the extinguishment by the permit holder, another person responsible or the fire department of open burning that creates or adds to a hazardous or objectionable situation. **Section 307.4, change to rend as follows: 307.4 Location. The location for open burning shall not be less than 300 feet (91 440 mm) from any structure, and provisions shall be made to prevent the fire from spreading to within 300 feet (91 440 min) of any structure. Exceptions: {No change.} **Section 307.4.3, Exceptions: add exception #2 to react as follows: Exceptions: 2. Where buildings, balconies and decks are protected by an approved automatic sprinkler system. 92 **Section 307.4.4 rind S, add section 30Z4.4 anti 307.4.5 to read as follows: 307.4.4 Permanent Outdoor Firepit. Permanently installed outdoor firepits for recreational fire purposes shall not be installed within 10 feet of a structure or combustible material. Exception: Permanently installed outdoor fireplaces constructed in accordance with the International Building Code. 307.4.5 Trench Burns. Trench burns shall be conducted in air curtain trenches and in accordance with Section 307-2. **Section 307.5; change to read as follows: 307.5 Attendance. Open burning, trench burns, bonfires, recreational fires, and use of portable outdoor fireplaces shall be constantly attended until the... (Remainder of section unchanged} **Section 308.1.4; change to read as follows: 308.1.4 Open -flame Cooking Devices. Open -flame cooking devices, charcoal grills and other similar devices used for cooking shall not be located or used on combustible balconies, decks, or within 10 feet (3048 mm) of combustible construction. Exceptions: 1. One- and two-family dwellings, except that LP -gas containers are limited to a water capacity not greater than 50 pounds (22.68 kg) [nominal 20 pound (9.08 kg) LP -gas capacity] with an aggregate LP -gas capacity not to exceed 100 lbs. (5 containers). 2. Where buildings, balconies and decks are protected by an approved automatic sprinkler system, except that LP -gas containers are limited to a water capacity not greater than 50 pounds (22.68 kg) [nominal 20 pound (9.08 kg) LP -gas capacity], with an aggregate LP -gas capacity not to exceed 40 lbs. (2 containers). 3: {No change.} **Section 308.L6.2, Exception #3; change to read as follows: Exceptions: 3. Torches or flame -producing devices in accordance with Section 308.1.3. **Section 308.1.6.3, change to read asfollows: 308.1.6.3 Shy Lanterns. A person shall not release or cause to be released an umnanned free-floating devices containing an open flame or other heat source, such as but not limited to a sky lantern. **Section 311.5; change to read as follows: 311.5 Placards. The fire code official is authorized to require marking of any vacant or abandoned buildings or structures determined to be unsafe pursuant to Section 110 of this code relating to structural or interior hazards, as required by Section 311.5.1 through 311.5.5. **Section 403.5, change Section 403.5 to read as follows: 403.5 Croup E Occupancies. An approved fire safety and evacuation plan in accordance with Section 404 shall be prepared and maintained for Group E occupancies and for buildings containing both a Group E occupancy and an atrium. A diagram depicting two evacuation routes shall be posted in a conspicuous location in each classroom. Group E occupancies shall also comply with Sections 403.5.1 93 through 403.5.3. **Section 404.2.2; add Nrnnber 4.10 to read as follows: 4.10 Fire extinguishing system controls. **Section 405.4, change Section 405.4 to read as follolvs: 405.4 Time. The fire code official may require an evacuation drill at any time. Drills shall be held at unexpected times and under varying conditions to simulate the unusual conditions that occur in case of fire. **Section 501.4; change to react as follows: 501.4 Timing of Installation. When fire apparatus access roads or a water supply for fire protection is required to be installed for any structure or development, they shall be installed, tested, and approved prior to the time of which construction has progressed beyond completion of the foundation of any structure. **Section 503.1.1; add sentence to read as follows: Except for one- or two-family dwellings, the path of measurement shall be along a minimum of a ten feet ( 101) wide unobstructed pathway around the external walls of the structure. **Section 503.2.1; change to read as follows: 503.2.1 Dimensions. Fire apparatus access roads shall have an unobstructed width of not less than 24 feet (7315 mm), exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 14 feet (4267 mm). Exception: Vertical clearance may be reduced; provided such reduction does not impair access by fire apparatus and approved signs are installed and maintained indicating the established vertical clearance when approved. **Section 503.2.2; change to read asfollows: 503.2.2 Authority. The fire code official shall have the authority to require an increase in the minimum access widths and vertical clearances where they are inadequate for fire or rescue operations. **Section 503.2.3; change Section 503.2.3 to read as follows: 503.2.3 Surface. Fire apparatus access roads shall be designed and maintained to support imposed loads of 80,000 lbs. for fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. **Section 503.3, change to read as follows: 503.3 Marldng. Striping, signs, or other markings, when approved by the fire code official, shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. Striping, signs and other markings shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. M (1) Striping— Fire apparatus access roads shall be continuously marked by painted lines of red traffic paint s ix inches ( 6") in width to s h o w the boundaries of the lane. The words " NO PAR KING F I RE LAN E" or "FIRE L ANE NO PARKING " shall appear in f our inch (4" ) white letters at 25 feet intervals - on the red border markings along both sides of the fire lanes. Where a curb is available, the striping shall be on the vertical face of the curb. (2) Signs — Signs shall rea d "NO PAR KING F IR E L A NE" or "F IR E L ANE NO PA RKING " an d shall be 12" wide and 18" high, Si g ns shall be painted on a white background with letter s and b order s in red , using not less than 2" lettering. Signs s hat l be permanently affixed, to a stationary post and the bottom of the sign shall b e s ix feet, s ix inches ( 6' 6") above finished grade. Signs shall be spaced not more than f if t y feet ( 50 ') apart along both s ides of the fire la ne. Signs may be installed on permanent buildings or walls or as approved by the Fire Chief **Section 503.4; change to read as follows: 503.4 Obstruction of Fire Apparatus Access Roads. Fire apparatus access roads shall not be obstructed in any manner, including the parking of vehicles. The minimum widths and clearances established in Section 503.2.1 and any area marked as a fire lane as described in Section 503.3 shall be maintained at all times. **Section 505.1; change to read as follows: 505.1 Address Identification. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out, Each character shall be not less than 4 inches (102 mm) 6 inches (152.4 mm) high with a - minimum stroke width of 1/2 inch (12.7 mm). Where required by the fire code official, address numbers shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road, buildings do not immediately front a street, and/or the building cannot be viewed fi•om the public way, a monument, pole or other sign with approved 6 inch (152.4 mm) height building numerals or addresses and 4 inch (101.6 mm) height suite/apartment numerals of a color contrasting with the background of the building or other approved means shall be used to identify the structure. Numerals or addresses shall be posted on a minimum 20 inch (508 mm) by 30 inch (762 mm) background on border. Address identification shall be maintained. Exception: R-3 Single Family occupancies shall have approved numerals of a minimum 3 '/2 inches (88.9 mm) in height and a color contrasting with the background clearly visible and legible from the street fronting the property and rear alleyway where such alleyway exists. **Section 507.4; change to read asfollows: 507.4 Water Supply Test Date and Information. The water supply test used for hydraulic calculation of fire protection systems shall be conducted in accordance with NF P A 2 91 " Recommended Practice for Fire Flow Testing and Marking of Hydrants" and within one year of sprinkler plan submittal. The fire code official shall be notified prior to the water supply test. Water supply tests shall be witnessed by the fire code official, as required. The exact location of the static/residual hydrant and the flow hydrant shall be indicated on the design drawings. All fire protection plan submittals shall be accompanied by a hard copy of the water flow test report, or as approved by the fire code official. The report must indicate the dominant water tank level at the time of the test and the maximum and minimum operating levels of the tank, as well, or identify applicable water supply fluctuation. The licensed contractor must then design the fire protection system based on this fluctuation information, as per the applicable referenced NFPA standard. Reference Section 903.3.5 for additional design requirements. 95 "Section 507 5.4, change to read as follows: 507.5.4 Obstruction. Unobstructed access to fire hydrants shall be maintained at all times. Posts, fences, vehicles, growth, trash, storage and other materials or objects shall not be placed or kept near fire hydrants, fire department inlet connections or fire protection system control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernible. The fire department shall not be deterred or hindered from gaining immediate access to fie protection equipment or fire hydrants. **Section 509.1.2, add new Section 509..1.2 to read as follows: 509.1.2 Sign Requirements. Unless more stringent requirements apply, lettering for signs required by this section shall have a minimum height of 2 inches (50.8 min) when located inside a building and 4 inches (101.6 min) when located outside, or as approved by the fire code official. The letters shall be of a color that contrasts with the background. "Section 603.3.2.1, Exception; change exception to read as follows: Exception: The aggregate capacity limit shall be permitted to be increased to 3,000 gallons (11,356 L) in accordance with all requirements of Chapter 57.... {Delete remainder of Exception) **Section 603.3.2.2; change to read as follows: 603.3.2.2 Restricted Use and Connection. Tanks installed in accordance with Section 603.3.2 shall be used only to supply fuel oil to fuel burning equipment installed in accordance with Section 603.3.2.4. Connections between tanks and equipment supplied by such tanks shall be made using closed piping systems. **Section 604, change and add to read as follows: 604.1.1 Stationary Generators. Stationary emergency and standby power generators required by this code shall be listed in accordance with UL 2200. 604.1.2 Installation. Emergency power systems and standby power systems shall be installed in accordance with the International Building Code, NFPA 70, NFPA 110 and NFPA 111.Existing installations shall be maintained in accordance with the original approval, except as specified in Chapter 11. 604.1.3 through 604.1.8 (No changes to these sections.) 604.1.9 Critical Operations Power Systems (COPS). For Critical Operations Power Systems necessary to maintain continuous power supply to facilities or parts of facilities that require continuous operation for the reasons of public safety, emergency management, national security, or business continuity, see NFPA 70. 604.2 Where Required. Emergency and standby power systems shall be provided where required by Sections 604.2.1 through 604.2.16 604.2,24 or elsewhere identified in this code or any other referenced code. 604.2.1 through 604.2.3 {No change.) 604.2.4 Emergency Voice/alarm Communications Systems. Emergency power shall be provided for emergency voice/alarm communications systems in the following occupancies, or as specified elsewhere in this code, as required in Section 907.5.2.2.5. The system shall be capable of powering the required load for a duration of not less than 24 hours, as required in NFPA 72. Covered and Open Malls, Section 907.2.20 and 914.2.3 Group A Occupancies, Sections 907.2.1 and 907.5.2.2.4, Special Amusement Buildings, Section 907.2.12.3 High-rise Buildings, Section 907.2.13 r• Atriums, Section 907.2.14 Deep Underground Buildings, Section 907.2.19 604.2.5 through 604.2.11 {No change.} 604.2.12 Means of Egress Illumination. Emergency power shall be provided for means of egress illumination in accordance with Sections 1008.3 and 1104.5.1. (90 minutes) 604.2.13 Membrane Structures. Emergency power shall be provided for exit signs in temporary tents and membrane structures in accordance with Section 3103.12.6.1. (90 minutes) Standby power shall be provided for auxiliary inflation systems in permanent membrane structures in accordance with Section 2702 of the International Building Code. (4 hours) Auxiliary inflation systems shall be provided in temporary air -supported and air -inflated membrane structures in accordance with section 3103.10.4. 604.2.14 (No change.} 604.2.15 Smoke Control Systems. Standby power shall be provided for smoke control systems in the following occupancies, or as specified elsewhere in this code, as required in Section 909.11: Covered Mall Building, International Building Code, Section 402.7 Atriums, International Building Code, Section 404.7 Underground Buildings, International Building Code, Section 405.8 Group 1-3, International Building Code, Section 408.4.2 Stages, International Building Code, Section 410.3.7.2 Special Amusement Buildings (as applicable to Group A's), International Building Code, Section 411.1 Smoke Protected Seating, Section 1029.6.2.1 604.2.17 Covered and Open Mall Buildings. Emergency power shall be provided in accordance with Section 907.2.20 and 914.2.3. 604.2.18 Airport Traffic Control Towers. A standby power system shall be provided in airport traffic control towers more than 65 ft. in height. Power shall be provided to the following equipment: 1. Pressurization equipment, mechanical equipment and lighting. 2. Elevator operating equipment. 3. Fire alarm and smoke detection systems. 604.2.19 Smokeproof Enclosures and Stair Pressurization Alternative. Standby power shall be provided for smokeproof enclosures, stair pressurization alternative and associated automatic fire detection systems as required by the International Building Code, Section 909.20.6.2. 604.2.20 Elevator Pressurization. Standby power shall be provided for elevator pressurization system as required by the International Building Code, Section 909.21.5. 604.2.21 Elimination of Smoke Dampers in Shaft Penetrations. Standby power shall be provided when eliminating the smoke dampers in ducts penetrating shafts in accordance with the International Building Code, Section 717.5.3, and exception 2.3. 604.2.22 Common Exhaust Systems for Clothes Dryers. Standby power shall be provided for common exhaust systems for clothes dryers located in multistory structures in accordance with the International Mechanical Code, Section 504.10, Item 7. 604.2.23 Hydrogen Cutoff Rooms. Standby power shall be provided for mechanical ventilation and gas detection systems of 1ydrogen Cutoff Rooms in accordance with the International Building Code, Section 421.8 604.2.24 Means of Egress Illumination in Existing Buildings. Emergency power shall be provided for means of egress illumination in accordance with Section 1104.5 when required by the fire code official. (90 minutes in I-2, 60 minutes elsewhere.) 604.3 through 604.7 (No change.) 604.8 Energy Time Duration. Unless a time limit is specified by the fire code official, in this chapter or elsewhere in this code, or in any other referenced code or standard, the emergency and standby power system shall be supplied with enough fuel or energy storage capacity for not less than 2-hour full - demand operation of the system. Exception: Where the system is supplied with natural gas fi-om a utility provider and is approved. "Section 609.2; change to rend as follows: m 609.2 Where Required. A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors, including but not limited to cooking equipment used in fixed, mobile, or temporary concessions, such as trucks, buses, trailers, pavilions, or any form of roofed enclosure, as required by the fire code official. Exceptions: 1. Tents, as provided for in Chapter 31. 2. {No change to existing Exception,) Additionally, Riel gas and power provided for such cooking appliances shall be interlocked with the extinguishing system, as required by Section 904.12.2. Fuel gas containers and piping/hose shall be properly maintained in good working order and in accordance with all applicable regulations. **Section 704.1; change to rears as follows: 704.1 Enclosure. Interior vertical shafts including, but not limited to, stairways, elevator hoistways, service and utility shafts, that connect two or more stories of a building shall be enclosed or protected in accordance with the codes in effect at the time of construction but, regardless of when constructed, not less than as required in Chapter 11. New floor openings in existing buildings shall comply with the International Building Code. **Section 807.3; change to read as follows: 807.3 Combustible Decorative Materials. In occupancies in Groups A, E,1, and R-1, and dormitories in Group R 2, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall comply with Section 807.4 and shall not exceed 10 percent of the specific wall or ceiling area to which they are attached. **Section 80Z5.2.2 and 807.5.2.3; change to read as follows: 807.5.2.2 Artwork in Corridors. Artwork and teaching materials shall be limited on the walls of corridors to not more than 20 percent of the. wall area. Such materials shall not be continuous from floor to ceiling or wall to wall. Curtains, draperies, wall hangings, and other decorative material suspended from the walls or ceilings shall meet the flame propagation perforrnance criteria of NFPA 701 in accordance with Section 807 or be noncombustible. Exception: Corridors protected by an approved automatic sprinkler system installed in accordance with Section 903.3.1.1 shall be limited to 50 percent of the wall area. 807.5.2.3 Artwork in Classrooms. Artwork and teaching materials shall be limited on walls of classrooms to not more than 50 percent of the specific wall area to which they are attached. Curtains, draperies, wall hangings and other decorative material suspended from the walls or ceilings shall meet the flame propagation performance criteria of NFPA 701 in accordance with Section 807 or be noncombustible. **Section 807.5.5..2 and 807.5.5.3; change to read as follows: 807.5.5.2 Artwork in Corridors. Artwork and teaching materials shall be limited on the walls of corridors to not more than 20 percent of the wall area. Such materials shall not be continuous from floor to ceiling or wall to wall. Curtains, draperies, wall hangings and other decorative material suspended from the walls or ceilings shall meet the flame propagation performance criteria of NFPA 701 in accordance with Section 807 or be noncombustible, Exception: Corridors protected by an approved automatic sprinkler system installed in accordance with Section 903.3.1.1 shall be limited to 50 percent of the wall area. r': 807.5.5.3 Artwork in Classrooms. Artwork and teaching materials shall be limited on walls of classrooms to not more than 50 percent of the specific wall area to which they are attached. Curtains, draperies, wall hangings and other decorative material suspended from the walls or ceilings shall meet the flame propagation performance criteria of NFPA 701 in accordance with Section 807 or be noncombustible. "Section. 901.6.1; add Section 901.6.1.1 to read as follows: 901..6.1.1 Standpipe Testing. Building ownershnanagers must maintain and test standpipe systems as per NFPA 25 requirements. The following additional requirements shall be applied to the testing that is required every 5 years: 1. The piping between the Fire Depar-hnent Connection (FDC) and the standpipe shall be backflushed when foreign material is present, and also hydrostatically tested for all F DC's on any type of standpipe system. Hydrostatic testing shall also be conducted in accordance with NFPA 25 requirements for the different types of standpipe systems. 2. For any manual (dry or wet) standpipe system not having an automatic water supply capable of flowing water through the standpipe, the tester shall connect hose from a fire hydrant or portable pumping system (as approved by the fire code official) to each FDC, and flow water through the standpipe system to the roof outlet to verify that each inlet connection functions properly. Confirm that there are no open hose valves prior to introducing water into a dry standpipe. There is no required pressure criteria at the outlet. Verify that check valves function properly and that there are no closed control valves on the system. 3. Any pressure relief, reducing, or control valves shall be tested in accordance with the requirements of NFPA 25. AlI hose valves shall be exercised. 4. If the FDC is not already provided with approved caps, the contractor shall install such caps for all FDC's as required by the fire code official. 5. Upon successful completion of standpipe test, place a blue tag (as per Texas Administrative Code, Fire Sprinkler Rules for Inspection, Test and Maintenance Service (ITM) Tag) at the bottom of each standpipe riser in the building. The tag shall be check -marked as "Fifth Year" for Type of ITM, and the note on the back of the tag shall read "S Year Standpipe Test" at a minimum. 6. The procedures required by Texas Administrative Code Fire Sprinkler Rules with regard to Yellow Tags and Red Tags or any deficiencies noted during the testing, including the required notification of the local Authority Having Jurisdiction (fire code official) shall be followed. 7. Additionally, records of the testing shall be maintained by the owner and contractor, if applicable, as required by the State Rules mentioned above and NFPA 25. 8. Standpipe system tests where water will be flowed external to the building shall not be conducted during freezing conditions or during the day prior to expected night time freezing conditions. 9. Contact the fire code official for requests to remove existing fire hose from Class II and III standpipe systems where employees are not trained in the utilization of this firefighting equipment. All standpipe hose valves must remain in place and be provided with an approved cap and chain when approval is given to remove hose by the fire code official. •• **Section 901.6.3; add Section 901.6.3 to read as follows: 901.6.3 False Alarms and Nuisance Alarms. False alarms and nuisance alarms shall not be given, signaled or transmitted or caused or permitted to be given, signaled or transmitted in any manner. **Section 901.7; change to read as follows: 901.7 Systems Out of Service. Where a required fire protection system is out of service or in the event of an excessive number of activations, the fire department and the Ere code official shall be notified immediately and, where required by the fire code official, the building shall either be evacuated or an approved fire watch shall be provided for all occupants left unprotected by the shut down until the fire protection system has been returned to service.... {remaining text unchanged} "Section 901.8.2, change to read as folloips: 901.8.2 Removal of Occupant -use Hose Lines. The fire code official is authorized to permit the removal of occupant -use hose lines and hose valves where all of the following conditions exist; 1. The hose line(s) would not be utilized by trained personnel or the fire department. 2. If the occupant -use hose lines are removed, but the hose valves are required to remain as per the fire code official, such shall be compatible with local fire department fittings. **Section 903.1.1; change to read as follows: 003.1.1 AIternative Protection. Alternative automatic fire -extinguishing systems complying with Section 904 shall be permitted in addition to automatic sprinkler protection where recognized by the applicable standard or as approved by the fire code official. **Section 903.2, add paragraph to read as follows: Automatic Sprinklers shall not be installed in elevator machine rooms, elevator machine spaces, and elevator hoistways, other than pits where such sprinklers would not necessitate shunt trip requirements under any circumstances. Storage shall not be allowed within the elevator machine room. Signage shall be provided at the entry doors to the elevator machine room indicating "ELEVATOR MACHINERY —NO STORAG E ALLOWED." **Section 903.2; delete the exception. **Section 903.2.9, add Section 903.2.9.3 to read as follows: 903.2.9.3 Self -Service Storage Facility. An automatic sprinkler system shall be installed throughout all self-service storage facilities. "Option B Section 903.2.11, change 903.2.11.3 and add 903.2.11.7, 903.2.11.8, and 903.2.11.9 as follows: 903.2.11.3 Buildings 35 feet or more in height. An automatic sprinkler system shall be installed throughout buildings that have one or more stories, other than penthouses in compliance with Section 1510 of the International Building Code, located 35 feet (10 668 mm) or more above the lowest level of fire department vehicle access, measured to the finished floor. Exceptions: Open parking structures in compliance with Section 406.5 of the International Building Code, having no other occupancies above the subject garage. 100 903.2.11.7 High -Piled Combustible Storage. For any building with a clear height exceeding 12 feet (4572 mm), see Chapter 32 to determine if those provisions apply. 903.2.11.8 Spray Booths and Rooms. New and existing spray booths and spraying rooms shall be protected by an approved automatic fire -extinguishing system. 903.2.11.9 Buildings Over 6,000 sq. ft. An automatic sprinkler system shall be installed throughout all buildings with a building area 6,000 sq, ft. or greater and in all existing buildings that are enlarged to be 6,000 sq. ft. or greater. For the purpose of this provision, fire walls shall not define separate buildings. Exception: Open parking garages in compliance with Section 406.5 of the International Building Code. **Section 903.3.1.1.1; change to read as follofvs: 903.3.1.1.1 Exempt Locations. When approved by the fire code official, automatic sprinklers shall not be required in the following rooms or areas where such... {text unchanged}... because it is damp, of fire- resistance -rated construction or contains electrical equipment. 1. Any room where the application of water, or flame and water, constitutes a serious life or fire hazard. 2. Any room or space where sprinklers are considered undesirable because of the nature of the contents, when approved by the code official. 3. Generator and transformer rooms, under the direct control of a public utility, separated from the remainder of the building by walls and floor/ceiling or roof/ceiling assemblies having a fire - resistance rating of not less than 2 hours. 4. Elevator machine rooms, machinery spaces, and hoistways, other than pits where such sprinklers would not necessitate shunt trip requirements under any circumstances 6. {Delete.} **Section 903.3.1.2.3; add section to Bead as folloivs: [F] Section 903.3.1.2.3 Attics and Attached Garages. Sprinkler protection is required in attic spaces of such buildings two or more stories in height, in accordance with NFPA 13 and or NFPA 13R requirements, and attached garages. **Section 903.3..1.3; change to read as follows: 903.3.1.3 NFPA 13D Sprinkler Systems. Automatic sprinkler systems installed in one- and two- family dwellings; Group R-3; Group R-4 Condition 1 and townhouses shall be permitted to be installed throughout in accordance with NFPA 13D or in accordance with state law. **Section 903.3.1.4, add to read as follows: [F] 903.3.1.4 Freeze protection. Freeze protection systems for automatic fire sprinkler systems shall be in accordance with the requirements of the applicable referenced NFPA standard and this section. 903.3.1.4.1 Attics. Only dry -pipe, preaction, or listed antifreeze automatic fire sprinkler systems shall be allowed to protect attic spaces. Exception: Wet -pipe fire sprinkler systems shall be allowed to protect non -ventilated attic spaces where: 1. The attic sprinklers are supplied by a separate floor control valve assembly to allow ease of draining the attic system without impairing sprinklers throughout the rest of the building, and 101 2. Adequate heat shall be provided for freeze protection as per the applicable referenced NFPA standard, and 3. The attic space is a part of the building's thermal, or heat, envelope such that insulation is provided at the roof deck, rather than at the ceiling level. 903.3.1.4.2 Heat trace/insulation. Heat trace/insulation shall only be allowed where approved by the fire code official for small sections of large diameter water -filled pipe. **Section 903.3.5, add a second paragraph to read as follows: CFj Water supply as required for such systems shall be provided in conformance with the supply requirements of the respective standards; however, every water -based fire protection system shall be designed with a 10 psi safety factor. Reference Section 507.4 for additional design requirements. **Section 903.4, add a second paragraph after the exceptions to read as follows: Sprinkler and standpipe system water -flow detectors shall be provided for each floor tap to the sprinkler system and shall cause an alarm upon detection of water flow for more than 45 seconds. All control valves in the sprinkler and standpipe systems except for fire department hose connection valves shall be electrically supervised to initiate a supervisory signal at the central station upon tampering. **Section 903.4.2, add second paragraph to react as follows: The alarm device required on the exterior of the building shall be a weatherproof horn/strobe notification appliance with a minimum 75 candela strobe rating, installed as close as practicable to the fire department connection. "Section 905.2; change to read as follows: 905.2 InstaRation Standard. Standpipe systems shall be installed in accordance with.this section and NFPA 14. Manual dry standpipe systems shall be supervised with a minimum of 10 psig and a maximum of 40 psig air pressure with a high/low alarm. **Section 905.3, add Section 905.3.9 and exception to read as follows: 905.3.9 Buildings Exceeding 10,000 sq. ft. In buildings exceeding 10,000 square feet in area per story and where any portion of the building's interior area is more than 20 0 feet ( 60 960 mm) of travel, vertically and horizontally, from the nearest point of fire department vehicle access, Class I automatic wet or manual wet standpipes shall be provided. Exceptions: 1. Automatic dry and semi -automatic dry standpipes are allowed as provided for in NFPA 14. 2. R-2 occupancies of four stories or less in height having no interior corridors. **Section 905.4, change Item 1, 3, and 5, and add 1-tenr 7 to read as follows: 1. In every required interior exit stairway, a hose connection shall be provided for each story above and below grade plane. Hose connections shall be located at an intermediate Ianding between stories, unless otherwise approved by the fire code official. 2. {No change.) 3. In every exit passageway, at the entrance from the exit passageway to other areas of a building. Exception: Where floor areas adjacent to an exit passageway are reachable from an interior exit stairway hose connection by a {No change to rest.} 4. {No change.} 5. Where the roof has a slope less than four units vertical in 12 units horizontal (33.3-percent slope), each standpipe shall be provided with a two-way a hose connection shall be located to serve the 102 roof or at the highest landing of an interior exit stairway with stair access to the roof provided in accordance with Section 1011.12, 6. {No change.) 7. When required by this Chapter, standpipe connections shall be placed adjacent to all required exits to the structure and at two hundred feet (200 ') intervals along major corridors thereafter, or as otherwise approved by the Ere code official. **Section 905.9; add a second paragraph after the exceptions to read as follows: Sprinkler and standpipe system water -flow detectors shall be provided for each floor tap to the sprinkler system and shall cause an alarm upon detection of water flow for more than 45 seconds. All control valves in the sprinkler and standpipe systems except for fire department hose connection valves shall be electrically supervised to initiate a supervisory signal at the central station upon tampering. **Section 907..1; add Section 907.1.4 and 907.1.4.1 to read as follows: 907.1.4 Design Standards. Where a new fire alarm system is installed, the devices shall be addressable. Fire alarm systems utilizing more than 20 smoke detectors shall have analog initiating devices. **Section 907.2.1; change to read as follows: 907.2.1 Group A. A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group A occupancies having an occupant load of 300 or more persons or more than 100 persons above or below the lowest level of exit discharge. Group A occupancies not separated from one another in accordance with Section 707.3. 10 of the International Building Code shall be considered as a single occupancy for the purposes of applying this section. Portions of Group E occupancies occupied for assembly purposes shall be provided with a fire alarm system as required for the Group E occupancy: Exception: (No change.} Activation of fire alarm notification appliances shall: 1. Cause illumination of the means of egress with light of not less than 1 foot-candle (11 lux) at the walking surface level, and 2. Stop any conflicting or confusing sounds and visual distractions. **Section 907.2.3; change to read as follows: 907.2.3 Group E. A manual fire alarm system that initiates the occupant notification signal utilizing an emergency voice/alarm communication system meeting the requirements of Section 907.5.2.2 and installed in accordance with Section 907.E shall be installed in Group E educational occupancies. When automatic sprinkler systems or smoke detectors are installed, such systems or detectors shall be connected to the building fire alarm system. An approved smoke detection system shall be installed in Group E day care occupancies. Unless separated by a minimum of 100' open space, all buildings, whether portable buildings or the main building, will be considered one building for alarm occupant load consideration and interconnection of alarm systems. Exceptions: 1. {No change.) I.I . Residential In -Home day care with not more than 12 children may use interconnected single station detectors in all habitable rooms. (For care of more than five children 2 1/2 or less years of age, see Section 907.2.6.) {No change to remainder of exceptions.} 103 **Section 907.2.13, Exception 3; change to react as follows: 3. Open air portions of buildings with an occupancy in Group A-5 in accordance with Section 303.1 of the International Building Code; however, this exception does not apply to accessory uses including but not limited to sky boxes, restaurants, and similarly enclosed areas. "Section 907.4.2, add Section 907.4.2.7 to react as follows: 907.4.2.7 Type. Manual alarm initiating devices shall be an approved double action type. "Section 907.6.1; add Section 90Z 6.1.1 to read as follows: 907.6.1.1 Wiring Installation. All fire alarm systems shall be installed in such a manner that a failure of any single initiating device or single open in an initiating circuit conductor will not interfere with the normal operation of other such devices. All signaling line circuits (SLC) shall be installed in such a way that a single open will not interfere with the operation of any addressable devices (Class A). Outgoing and return SLC conductors shall be installed in accordance with NFPA 72 requirements for Class A circuits and shall have a minimum of four feet separation horizontal and one foot vertical between supply and return circuit conductors. The initiating device circuit (IDC) from a signaling line circuit interface device may be wired Class B, provided the distance from the interface device to the initiating device is ten feet or less. "Section 907.6.3, delete all four Exceptions. "Secdon 907.6.6, -- add sentence at end of paragraph to read as follows: [F] See 907.6.3 for the required information transmitted to the supervising station. "Section 909.22, add to read as follows: 909.22 Stairway or Ramp Pressurization Alternative. Where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 and the stair pressurization alternative is chosen for compliance with Building Code requirements for a smokeproof enclosure, interior exit stairways or ramps shall be pressurized to a minimum of 0.10 inches of water (25 Pa) and a maximum of 0.35 inches of water (87 Pa) in the shaft relative to the building measured with all interior exit stairway and ramp doors closed under maximum anticipated conditions of stack effect and wind effect. Such systems shall comply with Section 909, including the installation of a separate fire-fighter's smoke control panel as per Section 909.16, and a Smoke Control Permit shall be required from the fire department as per Section 105.7. [F] 909.22.1 Ventilating equipment. The activation of ventilating equipment for the stair or ramp pressurization system shall be by smoke detectors installed at each floor level at an approved location at the entrance to the smokeproof enclosure. When the closing device for the stairway or.rarnp shaft and vestibule doors is activated by smoke detection or power failure, the mechanical equipment shall activate and operate at the required performance levels. Smoke detectors shall be installed in accordance with Section 907.3. 909.22.1.1 Ventilation Systems. Smokeproof enclosure ventilation systems shall be independent of other building ventilation systems. The equipment, control wiring, power wiring and ductwork shall comply with one of the following: 1. Equipment, control wiring, power wiring and ductwork shall be located exterior to the building and directly connected to the smokeproof enclosure or connected to the smokeproof enclosure by ductwork enclosed by not less than 2-hour fire barriers constructed in accordance with Section 707 of the Building Code or horizontal assemblies constructed in accordance with Section 711 of the Building Code, or both. 2. Equipment, control wiring, power wiring and ductwork shall be located within the smokeproof enclosure with intake or exhaust directly fi•om and to the outside or through 104 ductwork enclosed by not less than 2-hour barriers constructed in accordance with Section 707 of the Building Code or horizontal assemblies constructed in accordance with Section 711 of the Building Code, or both. 3. Equipment, control wiring, power wiring and ductwork shall be located within the building if separated from the remainder of the building, including other mechanical equipment, by not less than 2-hour fire barriers constructed in accordance with Section 707 of the Building Code or horizontal assemblies constructed in accordance with Section 711 of the Building Code, or both. Exceptions: 1. Control wiring and power wiring utilizing a 2-hour rated cable or cable system. 2. Where encased with not less than 2 inches (51 mm) of concrete. 3. Control wiring and power wiring protected by a listed electrical circuit protective systems with a fire -resistance rating of not less than 2 hours. 909.21.1.2 Standby Power. Mechanical vestibule and stairway and ramp shaft ventilation systems and automatic fire detection systems shall be provided with standby power in accordance with Section 2702 of the Building Code. 909.22.1.3 Acceptance and Testing. Before the mechanical equipment is approved, the system shall be tested in the presence of the fire code official to confirm that the system is operating in compliance with these requirements. **Section 910.2, change Exception 2. and 3.to recut as follotps: IF] 2. Only manual smoke and heat removal shall not be required in areas of buildings equipped with early suppression fast -response (ESFR) sprinklers. Automatic smoke and heat removal is prohibited. 3. Only manual smoke and heat removal shall not be required in areas of buildings equipped with control mode special application sprinklers with a response time index of 50(m*S)1/2 or less that are listed to control a fire in stored commodities with 12 or fewer sprinklers. Automatic smoke and heat removal is prohibited. **Section 910.2; add subsections 910,2.3 with exceptions to read as follonvs: 910.2.3 Group H. Buildings and portions thereof used as a Group H occupancy as follows: 1. In occupancies classified as Group H-2 or H-3, any of which are more than 15,000 square feet (1394 m2) in single floor area. Exception: Buildings of noncombustible construction containing only noncombustible materials. 2. In areas of buildings in Group H used for storing Class 2, 3, and 4 liquid and solid oxidizers, Class' 1 and unclassified detonable organic peroxides, Class 3 and 4 unstable (reactive) materials, or Class 2 or 3 water -reactive materials as required for a high -hazard commodity classification. Exception: Buildings of noncombustible construction containing only noncombustible materials. **Section 910.3; adrl section 910.3.4 to read as follows: 910.3.4 Vent Operation. Smoke and heat vents shall be capable of being operated by approved automatic and manual means. Automatic operation of smoke and heat vents shall conform to the provisions of Sections 910.3.2.1 through 910.3.2.3. IF] 910.3.4.1 Sprialr_lered buildings. Where installed in buildings equipped with an approved 105 automatic sprinkler system, smoke and heat vents shall be designed to operate automatically. The automatic operating mechanism of the smoke and heat vents shall operate at a temperature rating at least 100 degrees F (approximately 38 degrees Celsius) greater than the temperature rating of the sprinklers installed. Exception: Manual only systems per Section 910.2. 910.3.4.2 Nonsprinklered Buildings. Where installed in buildings not equipped with an approved automatic sprinkler system, smoke and heat vents shall operate automatically by actuation of a heat - responsive device rated at between 100°F (56°C) and 220°F (122°C) above ambient. Exception: Listed gravity -operated drop out vents. **Section 910.4.3.1; change to read as follows: 910.4.3.1 Makeup Air. Makeup air openings shall be provided within 6 feet (1829 mm) of the floor level. Operation of makeup air openings shall be automatic. The minimum gross area of makeup air inlets shall be 8 square feet per 1,000 cubic feet per minute (0.74 m2 per 0.4719 m3/s) of smoke exhaust. **Section 910.4.4, change to read as follorps: 910.4.4 .Activation. The mechanical smoke removal system shall be activated automatically by the automatic sprinkler system or by an approved fire detection system, individual manual controls shall also be provided. Exception: Manual only systems per Section 910.2. **Section 912.2; add Section 912.2.3 to read as follorps: 912.2.3 Hydrant Distance. An approved fire hydrant shall be located within SO feet of the fire department connection as the fire hose lays along an unobstructed path. **Section 913.21; add second paragraph and exception to read as follotps: When located on the ground level at an exterior wall, the fire pump room shall be provided with an exterior fire department access door that is not less than 3 ft. in width and 6 ft. — 8 in. in height, regardless of any interior doors that are provided. A key box shall be provided at this door, as required by Section 506.1. Exception: When it is necessary to locate the fire pump room on other levels or not at an exterior wall, the corridor leading to the fire pump room access from the exterior of the building shall be provided with equivalent fire resistance as that required for the pump room, or as approved by the fire code official. Access keys shall be provided in the key box as required by Section 506.1. **Section 914.3.1.2; change to read as follows: 914.3.1.2 Water Supply to required Fire Pumps. In buildings that are more than 420 120 feet (128 m) in building height, required fire pumps shall be supplied by connections to no fewer than two water mains located in different streets. Separate supply piping shall be provided between each connection to the water main and the pumps. Each connection and the supply piping between the connection and the pumps shall be sized to supply the flow and pressure required for the pumps to operate. Exception: {No change to exception.) **Section 1006.2.2.6, add a nen, Section 1006.2.2.6 as follows: 1006.2.2.6 Electrical Rooms. For electrical rooms, special exiting requirements may apply. Reference the Electrical Code as adopted. **Section 1009.1; add the follofving Exception 4: Exceptions: {previous exceptions unchanged} 4. Buildings regulated under State Law and built in accordance with State registered plans, including any variances or waivers granted by the State, shall be deemed to be in compliance with the requirements of Section 1009. **Section 1010.1.9.4 Bolt Locks; change Exceptions 3 and 4 to read as. follows: Exceptions: 3. Where a pair of doors serves an occupant load of less than 50 persons in a Group B, F, M or S occupancy. {Remainder unchanged) 4. Where a pair of doors serves a Group A, B, F, M or S occupancy {Remainder unchanged} **Section 1015.8 Window Openings; change number Ito read as follows: 1. Operable windows where the top of the sill of the opening is located more than 55 (16 764 mm) above the finished grade or other surface below and that are provided with window fall prevention devices that comply with ASTM F 2006. **Section 1020.1 Construction; add Exception 6 to read as follows: 6. In group B occupancies, corridor walls and ceilings need not be of fire -resistive construction within a single tenant space when the space is equipped with approved automatic smoke -detection within the corridor. The actuation of any detector shall activate self -annunciating alarms audible in all areas within the corridor. Smoke detectors shall be connected to an approved automatic fire alarm system where such system is provided. **Section 1029.1.1.1; delete this section. Spaces under Grandstands anti Bleachers: "Section 1031.2; change to read as follows: 1031.2 Reliability. Required exit accesses, exits and exit discharges shall be continuously maintained free from obstructions or impediments to full instant use in the case of fire or other emergency. An exit or exit passageway shall not be used for any purpose that interferes with a means of egress. **Section 1103.3; add sentence to end of paragraph as follows: Provide emergency signage as required by Section 607.3. **Section 1103.5; add Section 1103.5.1 to read as follows: 1103.5.1 Group A-2. Spray Booths and Rooms. Existing spray booths and spray rooms shall be protected by an approved automatic fire -extinguishing system in accordance with Section 2404. **Section 1103.7, add Section 1103.7.8 and 1103.7.8.1 to read as follosys: 1103.7.8 Fire Alarm System Design Standards. Where an existing fire alarm system is upgraded or replaced, the devices shall be addressable. Fire alarm systems utilizing more than 20 smoke and/or heat detectors shall have analog initiating devices. Exception: Existing systems need not comply unless the total building, or fire alarm system, remodel or expansion exceeds 30% of the building. When cumulative building, or fire alarm system, remodel or expansion initiated after the date of original fire alarm panel installation exceeds 50% of the building, or fire alarm system, the fire alarm system must comply within 18 months of permit application. 107 1103.7.8,1 Communication requirements. Refer to Section 907.6.6 for applicable requirements. **Section 2304.1; change to read as follows: 2304.1 Supervision of Dispensing. The dispensing of fuel at motor fael-dispensing facilities shall be in accordance with the following: 1. Conducted by a qualified attendant; and/or, 2. Shall be under the supervision of a qualified attendant; and/or 3. Shall be all unattended self-service facility in accordance with Section 2304.3. At any time the qualified attendant of item Number 1 or 2 above is not present, such operations shall be considered as an unattended self-service facility and shall also comply with Section 2304.3. **Section 2401.2, delete this section. **Table 3206.2, footnote j, change text to read as follows: j. Where storage areas are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m 6 S) 1/2 or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with NFPA 13, manual smoke and heat vents or manually activated engineered mechanical smoke exhaust systems shall be required within these areas. **Section 3310.1; add sentence to end ofparagraph to read as follows: When fire apparatus access roads are required to be installed for any structure or development, they shall be approved prior to the time at which construction has progressed beyond completion of the foundation of any structure. **Section 560L1.3; change to react as follows: 5601.1.3 Fireworks. The possession, manufacture, storage, sale, handling, and use of fireworks are prohibited. Exceptions: 1. Only when approved for fireworks displays, storage, and handling of fireworks as allowed in Section 5604 and 5608. 2. The use of fireworks for approved fireworks displays as allowed in Section 5608. **Section 5703.6, add a sentence to read as follows: 5703.6 Piping Systems. Piping systems, and their component parts, for flammable and combustible liquids shall be in accordance with Sections 5703.6.1 through 5703.6.11. An approved method of secondary containment shall be provided for underground tank and piping systems. **Section 5704.2.9.5, change Section 5704.2.9.5 and add Section 5704.2.9.5.3 to read as follows: 5704.2.9.5 Above -ground Tanks Inside of Buildings. Aboveground tanks inside of buildings shall comply with Section 5704.2.9.5.1 through 5704.2.9.5.3. 5704.2.9.5.1 (No change.) 5704.2.9.5.2 (No change.) 5704.2.9.5.3 Combustible Liquid Storage Tanks Inside of Buildings. The maximum aggregate 108 allowable quantity limit shall be 3,000 gallons (11 356 L) of Class 11 or III combustible liquid for storage in protected aboveground tanks complying with Section 5704.2.9.7 when all of the following conditions are met: 1. The entire 3,000 gallon (11 356 L) quantity shall be stored in protected above -ground tanks; 2. The 3,000 gallon (11 356 L) capacity shall be permitted to be stored in a single tank or multiple smaller tanks; 3. The tanks shall be located in a room protected by an automatic sprinkler system complying with Section 903.3.1.1; and 4. Tanks shall be connected to fuel -burning equipment, including generators, utilizing an approved closed piping system. The quantity of combustible liquid stored in tanks complying with this section shall not be counted towards the maximum allowable quantity set forth in Table 5003.1.1(1), and such tanks shall not be required to be located in a control area. Such tanks shall not be located more than two stories below grade. **Section 5704.2.11.4, add a sentence to rend as follows: 5704.2.11.4 Leak Prevention. Leak prevention for underground tanks shall comply with Sections 5704.2.11.4.1 through 5704.2,11.4.3. An approved method of secondary containment Shall be provided for underground tank and piping systems. **Section 5704.2.11.4.2; change to react as folloiPs: 5704.2.11.4.2 Leak Detection. Underground storage tank systems shall be provided with an approved method of leak detection from any component ofthe system that is designed and installed in accordance with NIiPA 30 and as specified in Section 5704.2.11.4.3. **Section 6103.2.1; add Section 6103.2.1.8 to read as follows: 6103.2.1.8 Jewelry Repair, Dental Labs and Similar Occupancies. Where natural gas service is not available, portable LP -Gas containers are allowed to be used to supply approved torch assemblies or similar appliances. Such containers shall not exceed 20-pound (9.0 kg) water capacity. Aggregate capacity shall not exceed 60-pound (27.2 kg) water capacity. Each device shall be separated from other containers by a distance of not less than 20 feet. "Section 6104.2, Exception; add an exception 2 to read as follows: Exceptions: 1. {existing text unchanged} 2. Except as permitted in Sections 308 and 6104.3.2, LP -gas containers are not permitted in residential areas. * *Section 6104.3; add Section 6104.3.2 to read as follows: 6104.3.2 Spas, Pool Heaters, and Other Listed Devices. Where natural gas service is not available, an LP -gas container is allowed to be used to supply spa and pool heaters or other listed devices. Such container shall not exceed 250-gallon water capacity per lot. See Table 6104.3 for Iocation of containers. Exception: Lots where LP -gas can be off-loaded wholly on the property where the tank is located may install up to 500 gallon above ground or 1,000 gallon underground approved containers. **Section 61074 and 6109..13; change to reatl as follows: 6107.4 Protecting Containers from Vehicles. Where exposed to vehicular damage due to proximity to alleys, driveways or parking areas, LP -gas containers, regulators and piping shall be protected in accordance with Section 312. 6109.13 Protection of Containers. LP -gas containers shall be stored within a suitable enclosure or otherwise protected against tampering. Vehicle impact protection shall be provided as required by Section 6107.4. xx {Applicable to those jurisdictions adopting Appendix B} Table B105.2; change footnote a. to read as follows: a. The reduced fire flow shall be not less than 1,500 gallons per minute. Section 2. All ordinances or parts of ordinances in conflict herewith are, to the extent of such conflict, hereby repealed. Section 3. It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, phrases and words of this ordinance are severable and, if any word, phrase, clause, sentence, paragraph, or section of this ordinance shall be declared unconstitutional by the valid judgement or decree of any court competent jurisdiction, such unconstitutionality shall not affect any of the remaining portions of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this ordinance of any such unconstitutional word, phrase, clause, sentence, paragraph or section. Section 4. Any person, fi 1 in or corporation who shall violate any of the provisions of this article shall be guilty of a misdemeanor and upon conviction shall be fined in accordance with the general penalty provision found in Section 1.109 of the Code of Ordinances. Section 5. This ordinance will take effect on May 1, 2019. DULY PASSED, APPROVED AND ADOPTED, this the — day of 2019, by the City Council of the City of Sanger, Denton County, Texas. APPROVED Thomas E. • Muir, MAYOR ATTEST: Cheryl Price, CITY SECRETARY 110 SANGER *TEXAS COUNCIL AGENDA ITEM AGENDA TYPE ® Regular ❑ Special ❑ Consent Reviewed by Finance ❑ Workshop ❑ Executive ❑ Public Hearing Reviewed by Legal ❑ Yes ® Not Applicable Yes Not Applicable COUNCIL MEETING DATE: SUBMITTED BY: April 15, 2019 Ramie Hammonds, Development Services Director City Manager Reviewed/Approval Initials Date ACTION REQUESTED: ®ORDINANCE ❑ RESOLUTION ® APPROVAL ❑ CHANGE ORDER ❑ AGREEMENT ❑ APPROVAL OF BID ❑ AWARD OF CONTRACT ❑ CONSENSUS ❑ REAPPOINTMENTS AGENDA CAPTION Consider, Discuss and Possibly Act on Ordinance # 04-12-19 —Appendix A "Fee Schedule" of the Code of Ordinances, Article 2.000 "Building and Construction Fees". FINANCIAL SUMMARY ®N/A ❑GRANT FUNDS ❑OPERATING EXPENSE ❑REVENUE ❑CI P [:]BUDGETED [:]NON -BUDGETED FISCAL YEAR: PRIOR YEAR CURRENT YEAR FUTURE YEARS TOTALS Proposed Expenditure Amount Encumbered Amount BALANCE FUND(S) TO BE USED: General ❑$ Utility ❑ $ Special ❑ $ BACKGROUND/SUMMARY OF ITEM Staff is proposing to amend the inspections outside of normal business hours fee to allow more flexibility and be better equipped to provide inspections after normal business hours. STAFF OPTIONS & RECOMMENDATION Staff recommends that City Council approve Ordinance # 04-12-19 List of Supporting Documents/Exhibits Attached: • Ordinance # 04-12-19 Prior Action/Review by Council, Boards, Commissions or Other Agencies: N/A 111 ORDINANCE # 04-12-19 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS AMENDING APPENDIX A FEE SCHEDULE OF THE CODE OF ORDINANCES, ARTICLE 2.000 "BUILDING AND CONSTRUCTION FEES"; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING A SEVERABILITY CLAUSE; PROVIDING FOR A PENALTY; AND PROVIDING FOR AN EFFECTIVE DATE. NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: Section 1. That Appendix A Pee Schedule of the Code of Ordinances, City of Sanger, Texas is hereby amended to read as follows: ARTICLE 2.000 DUILDLNG AND CONSMCTION FEES Sec 2 100 Building Permits and Inspections (a) Permits fees (residential). (1) New residential: (A) $1.00—$500,000.00 valuation*: $750.00 for the first $100,000.00 plus $5.00 for each additional $1,000.00 or fraction thereof, to and including $500,000.** (B) Over $500,000.00 valuation*: $2,750.00 for the first $500,000.00 plus $4.00 for each additional $1,000.00 or fraction thereof.** *Valuation is calculated using the International Code Council Valuation Table as published in the most current August edition of the Building Safety Magazine. **Plan review and initial inspection fees are included in the cost of the building permit. A second or additional inspection of any failed item will result in a reinspection fee. (2) Residential additions/reinodels: (A) I to 100 sq. ft.: $200.00. (13) Over 100 sq. ft.: $200.00 plus $3.00 for each $1,000.00 valuation*. (C) Windows and doors (only): $50.00. (D) Reroofing: $75.00. *Valuation is calculated using the International Code Council Valuation Table as published in the most current August edition of the Building Safety Magazine. **Plan review and initial inspection fees are included in the cost of the building permit. A second or additional inspection of any failed item will result in a reinspection fee. (3) Accessory buildings: (A) Under 120 sq. ft: No permit required. 112 (B) Over 120 sq. ft.: $60.00 plus $0.10 per square foot. (4) Amended plan review: $75.00. (b) Permit fees (commercial). (1) Commercial, new or additions and multifamily dwellings: (A) Plan review fee: $1,000.00. (B) Permit: $0.20 per square foot. (C) For the 3rd party review and/or inspections — actual cost plus an administrative fee of 5% of the total cost of the 3rd party review and/or inspections (min. fee $150.00). (2) Commercial, remodels or finish -outs: (A) Plan review fee: $500.00. (B) Permit: $0.20 per square foot; or (C) For the 3rd party review and/or inspections — actual cost plus an administrative fee of 5% of the total cost of the 3rd party review and/or inspections (min. fee $150.00). (3) Amended plan review: $75.00. (4) Certificate of occupancy (*temp power not included): $75.00. (5) Courtesy CO walk-thru (limited to one hour): $75.00, (c) Other Inspections and Fees. (1) Inspections outside of normal business hours: $50.00 $10.0.00 per hour — minimum charge of 2 hours. If third party inspector is utilized fee Nvill be actual cost plus 5%. (2) Reinspection: (A) Initial reinspection: $$50.00. (B) Second reinspection: $75.00. (C) Third reinspection: $100.00. (D) Subsequent reinspection: $125.00, (3) Work without a permit: Double permit fee. (4) Temporary pole service: $60.00. (5) Temporary power (CO): $50.00, (6) Fence permit: (A) Residential: $50.00. (B) Commercial: $50.00 per 300 LF or portion thereof. (7) Renewable energy permit: $100,00. (8) Replacement of water lines, sewer lines or driveways on existing structures: $75.00. (9) Flatwork: $75.00. (10) Swimming pool/spa: (A) Aboveground: $75.00. (B) In ground: $150.00. 113 (11) Demolition permit: $75.00. (12) Mobile home move -in: $75.00, (13) Modular home: $500.00. (14) Miscellaneous inspections: $75,00. See. 2.200 Contractor Registration Fees Contractors holding a valid state license must register with the city. A copy of the valid state license must be provided at the time of registration. Electrical contractors are also required to submit a copy of their state electrical contractor's license. The registration will expire on December 31st of each year. (1) Plumbing contractor: No fee. (2) Mechanical contractor: $75.00, (3) Electrical contractor: $75.00. (4) Irrigation contractor: $75.00. (5) Fire alarm/sprinkler contractor: $75.00. See. 2.300 Single Trade Permit Fees (a) It shall be unlawful for any person to install, change, alter or repair any plumbing, mechanical, electric and irrigation component (except routine repairs) until after such person has first obtained a permit in writing to do so from the city. Furthermore, it shall be unlawful for any person to install, change, alter or expand any fire sprinkler or fire alarm (except routine repairs) without a permit from the city. (b) All permits will be obtained by the licensed and registered contractor only. (1) Plumbingpennit: $75,00. *For new buildings, additions or remodels, the plumbing permit fee is included in the cost of the building permit. (2) Mechanical permit: $75,00. *For now buildings, additions or remodels, the mechanical permit fee is included in the cost of the building permit. (3) Electric permit: $75.00. *For new buildings, additions or remodels, the electric permit fee is included in the cost of the building permit. (4) Irrigation permit: (A) Residential: $75,00. (B) Commercial: $125.00, (5) Sprinkler system permit: $200.00. (6) Fire alarm permit: $200.00. 114 Section 2. All ordinances or parts of ordinances in conflict herewith are, to the extent of such conflict, hereby repealed. Section 3. It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, phrases and words of this ordinance are severable and, if any word, phrase, clause, sentence, paragraph, or section of this ordinance shall be declared unconstitutional by the valid judgement or decree of any court competent jurisdiction, such unconstitutionality shall not affect any of the remaining portions of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this ordinance of any such unconstitutional word, phrase, clause, sentence, paragraph or section. Section 4. Any person, film or corporation who shall violate any of the provisions of this article shall be guilty of a misdemeanor and upon conviction shall be fined in accordance with the general penalty provision found in Section 1.109 of the Code of Ordinances. Section 5. This ordinance will take effect on April 16, 2019. DULY PASSED, APPROVED AND ADOPTED, this the day of 2019, by the City Council of the City of Sanger, Denton County, Texas. APPROVED Thomas E. • Muir, MAYOR ATTEST: Cheryl Price, CITY SECRETARY 115 BANGER *TEXAS COUNCIL AGENDA ITEM AGENDA TYPE ® Regular ❑ Special ❑ Consent Reviewed by ❑ Yes ® Not Applicable ❑ Workshop ❑ Executive ❑ Public Hearing Finance Reviewed by Legal ® Yes ❑Not Applicable COUNCIL MEETING DATE: SUBMITTED BY: April 15, 2019 Alina Ciocan, City Manager City Manager Reviewed/Approval Initials Date 01 N ACTION REQUESTED: ❑ORDINANCE ❑ RESOLUTION ® APPROVAL ❑ CHANGE ORDER ❑ AGREEMENT ❑ APPROVAL OF BID ❑ AWARD OF CONTRACT ❑ CONSENSUS ❑ REAPPOINTMENTS AGENDA CAPTION Consider, Discuss and Act on Authorizing the City Manager to Execute a Supplement to Engagement Letter with Lloyd Gosselink Rochelle & Townsend, P.C. to Provide Additional Assistance with Respect to Wastewater Treatment Plant Matters (Discharge Permitting / Regulatory Compliance). FINANCIAL SUMMARY ®N/A ❑GRANT FUNDS ❑OPERATING EXPENSE ❑REVENUE [:]CI P []BUDGETED ❑NON -BUDGETED FISCAL YEAR: PRIOR YEAR CURRENT YEAR FUTURE YEARS TOTALS Proposed Expenditure Amount Encumbered Amount BALANCE FUND(S) TO BE USED: General ❑$ Utility ❑ $ Special ❑ $ BACKGROUND/SUMMARY OF ITEM The City retains from time to time outside counsel to assist with specialized matters. Lloyd Gosselink is a specialized legal firm that has vast expertise in the areas of environmental and utility regulations. On February 5, 2018, the City Council approved an Engagement Letter with Lloyd Gosselink to provide assistance with respect to addressing a NOV for wastewater treatment plant excursions. The proposed Supplement to Engagement Letter is to provide additional assistance with discharge permitting / regulatory compliance. STAFF OPTIONS & RECOMMENDATION Staff recommends approval. 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