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TBP 2013-07-03
X kre O R A D O Town Board Briefing July 3, 2013 Please note that Members of the Board may have dinner together @ 5:30 p.m. at the Fraser Town Hall. We'll begin with a workshop discussion at 6:00pm regarding open space improvements we are working on at the Mustang property, the triangular property located in front of Sharkey's. Our goal is to update the Board on our status and discuss the proposed plans. Additionally, we'd like to have a general discussion regarding the budget for the project. The regular meeting will begin at 7:00pm. We'll begin with updates from both the Chamber of Commerce and the Recreation District. The Public Hearing will be regarding proposed amendments to our Building Code. Adoption is not being requested at this meeting. Finally, we propose to discuss the 2013 SnowBall Music Festival. Enclosed in your packet is a report compiled by SnowBall along with some wastewater treatment flow information. The Chamber is also preparing a summary of the Community Survey results. Our goal is to provide the Board with objective results from this year, and to begin a dialogue about whether or not its return in 2014 would be supported. As always, feel free to contact me if you have any questions or need any additional information. Jeff Durbin Town of Fraser PO Box 370,Fraser,CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com FRASER BOARD OF TRUSTEES MINUTES DATE: Wednesday, June 12, 2013 MEETING: Board of Trustees Regular Meeting PLACE: Fraser Town Hall Board Room PRESENT Board: Mayor Peggy Smith; Mayor Pro-Tem Steve Sumrall; Trustees; Philip Naill, Eileen Waldow, Vesta Shapiro and Adam Cwiklin Staff: Town Manager Jeff Durbin; Town Clerk, Lu Berger; Finance Manager Nat Havens; Public Works Director Allen Nordin; Town Planner, Catherine Trotter; Police Chief, Glen Trainor Others: See attached list Mayor Smith called the meeting to order at 7:01 p.m. 1. Workshop: Wastewater Infiltration Issues 2. Regular Meeting: Roll Call 3. Approval of Agenda: Trustee Naill moved, and Trustee Sumrall seconded the motion to approve the Agenda. Motion carried: 6-0. 4. Consent Agenda: a) Minutes — May 29, 2012 b) Subdivision Exemption —Amended Lot 32, East Mountain Filing 1, RV Trustee Sumrall moved, and Trustee Shapiro seconded the motion to approve the consent agenda. Motion carried: 6-0. 5. Open Forum: 6. Updates: a) Shining Stars —outlined the '/2 Marathon on June 291h they are sponsoring. 7. Public Hearings: 8. Discussion and Possible Action Regarding: a) Resolution 2013-06-01 Authorizing Execution Of An Easement Agreement For 303 Cozens Ridge In The Rendezvous Subdivision Page 2 of 2 PW Nordin addressed the changes made to the Easement Agreement since the Board saw the agreement at a prior meeting. Trustee Sumrall moved, and Trustee Naill seconded the motion to approve Resolution 2013-06-01 Authorizing Execution of an Easement Agreement for 303 Cozens Ridge in the Rendezvous Subdivision. Motion carried: 6-0. b) Resolution 2013-06-02 Authorizing Execution Of An Intergovernmental Agreement With The East Grand Fire Protection District No.4 PW Nordin briefed the Board on the IGA for a water line extension at the Fire Station to help facilitate training. The East Grand Fire District Board represented by Todd Holdsworth requested a change to the agreement adding a not-to-exceed clause for costs. Trustee Naill moved, and Trustee Sumrall seconded the motion to approve Resolution 2013-06-02 Authorizing Execution Of An Intergovernmental Agreement With The East Grand Fire Protection District No.4.with the following conditions: Amending section 2.4 to "change orders not to exceed $7,500" and 2.5 extending the time for payment of the project from 30 to 45 days. Motion carried: 6-0 C) Retail marijuana licensing — The Trustees discussed their interest in allowing retail marijuana in the town of Fraser. The Board directed staff to draft a moratorium ordinance and a ballot question for a new excise tax. d) Court Fines amendments HB 13-1060 Chief Trainor recommended adjusting the fines to reflect HB 13-1060 raising the current court fines. The Board directed staff to draft an ordinance increasing court fines per HB 13-1060. 9. Community Reports: FD Havens asked the Board to waive the business license fees for Creative Learning Center and Grand Kids. Trustee Cwiklin moved, and Trustee Naill seconded the motion to waive the business license fees for Creative Learning Center and Grand Kids. Motion carried: 6-0. 10. Other Business: Trustee Shapiro moved, and Trustee Sumrall seconded the motion to adjourn. Motion carried: 6-0. Meeting adjourned at 8:17 p.m. Lu Berger, Town Clerk q! O ® ® 0 0 0 0 !•r . O 3 '•r (D 0 C (D N O M ::4 (D • CD fl. O 0 CL �✓ 0 pr O 0 p 2) Q O 0.N 'q CD (O � M. CD 14 y � _ CD N O N � C0) =r 0 cn N (D 0 "" CD ri r ,1 (A2 . D) 0 W N �" W 0 ;w 3 ( N y, � D O O N < cL CL N (D O N ? 0 - - o (D (p cD N O C C C 'Or N rr= CA N C 0 0 C C 0 * r 0 (D < tD a 0 0 Z ? 0 -a (D C (D 0 -0 -�. O _ (D (Q ' 0 N(D m 0 D QL (DD 0 _ (D C1 O = C N d (D 0 N o m 0 10 0 CL �M � N -0 � 0 co �_ tNY ? C Z C M CCD (D n 'N•rQ � W A d C7 'r N N 0 CL O ='! G. 0 r� Q O4 ((D D O 3 .N•F m Lr, O.- UQl O CD 0 �. C7 m y�yw N 0 m r� O. r+ (D (U 0 rt M CD CL t?r D C Zr ( N 0 N �I0 (D 'Nr N .0 N A• N m 'r 3 ® ® tD N ,v, ) N D) (D (D Q 0 :r CD O (O �V 0 < 0 N SD W � rt tQ Q' C m Q At O N O CL -Oi, < \\ O (D -0 0 CL 3 - (D 0 O ((DD a N •° n n 3 �• N CZ Cf) �Jl ic IS" 3 r. t7" Cl) -4-o Lill > CO) cn TOWN OF FRASER ORDINANCE NO. 410 Series 2013 AN ORDINANCE ADOPTING BY REFERENCE THE INTERNATIONAL BUILDING CODE, 2009 EDITION INTERNATIONAL RESIDENTIAL CODE, 2009 EDITION INTERNATIONAL PLUMBING CODE, 2009 EDITION INTERNATIONAL MECHANICAL CODE, 2009 EDITION INTERNATIONAL FUEL GAS CODE, 2009 EDITION INTERNATIONAL FIRE CODE INCLUDING APPENDICES, 2009 EDITION NATIONAL ELECTRICAL CODE, 2011 EDITION AND MAKING CONFORMING AMENDMENTS TO THE FRASER MUNICIPAL CODE. NOW THEREFORE, BE IT ORDAINED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO, AS FOLLOWS: PART 1: AMENDMENT OF MUNICIPAL CODE. Chapter 18 of the Fraser Municipal Code, Town of Fraser, Colorado (herein sometimes referred to as the "Municipal Code") is hereby amended as follows: ARTICLE 1 Building and Fire Codes Sec. 18-1-10 Adoption. (a) Pursuant to Title 31, Article 16, Parts 1, Colorado Revised Statutes, the following codes are hereby adopted and enacted by reference: (1) International Building Code, 2009 edition, with amendments as provided herein; (2) International Residential Code, 2009 edition, with amendments as provided herein; (3) International Plumbing Code, 2009 edition, with amendments as provided herein; (4) International Mechanical Code, 2009 edition, with amendments as provided herein; (5) International Fuel Gas Code, 2009 edition, with amendments as provided herein; (6) International Fire Code, 2009 edition, including all Appendices, with amendments as provided herein; and (7) National Electrical Code, 2011 Edition. (b) Said codes have been promulgated and published by the International Code Council, 500 New Jersey Avenue, NW, 6th Floor, Washington, DC 20001-2070, except for the National Electrical Code, which is published by the National Fire Protection Association, 1 Batterymarch Park, Quincy, MA 02269. Sec. 18-1-20 Copies on File. (a) Not less than one (1) copy of each of said codes hereby adopted, including amendments provided herein, all certified by the Mayor and the Town Clerk to be true copies of said codes and amendments as they were adopted by this Article, shall be kept on file in the office of the Town Clerk and available for public inspection; provided, however, that a copy of each code as amended may be kept in the office of the chief enforcement officer designated pursuant to such codes instead of the office of the Town Clerk. (b) The Town Clerk shall maintain a reasonable supply of copies of said codes and amendments adopted herein for purchase by the public at a reasonable price as established from time to time by the Town Clerk. Sec. 18-1-30 Amendments. (a) Preface to amendments. Wprdr, stricken in this fashion indicate code language that has been removed from the published codes. Bold, capitalized WORDS indicate language added to the published codes. Bold, Capitalized and lower case = Code Section or Table Titles Normal, Capitalized and lower case = Existing Code language StYoko+hF9 ll.h = Language deleted from the Code. BOLD, ALL CAPITALIZED = Language added to Code AMENDMENTS TO THE INTERNATIONAL BUILDING CODE Sec. 18-1-30. Code Amendments. (a) The following sections of the International Building Code, adopted by reference in Section 18-1-10 above, is hereby amended as follows: (1) Section 101.1 is amended to read as follows: 101.1 Title. These regulations shall be known as the Building Code of THE TOWN OF FRASER, herein after referred to as "this Code." (2) Section 101.4.3 is amended to read as follow: 101.4.3 Plumbing. The provisions of the International Plumbing Code shall apply to the installation, alterations, repairs and replacement of plumbing systems, including equipment, appliances, fixtures, fittings and appurtenances, and where connected to a water system�or. sewage system and all aspects of a medical gas system. T49 i �[ttt{�rTrv-Q �i-rTCe utic nrn/�rPli=wafce-Sewage !1icnncai C;Gele shall apply +n private sewage dispesal systems (3) Section 101.4.4 is amended by deleting it in its entirety. (4) Section 102.6 is amended to read as follows: 102.6 Existing structures. The legal occupancy of any structure existing on the date of adoption of this Code shall be permitted to continue without change, except as is specifically covered in this Code, the P*Gpei hi h4aintepanno QGG19 nr or the International Fire Code, or as is deemed necessary by the building official for the general safety and welfare of the occupants and the public. (5) Section 103.2 is amended to read as follows: 103.2 Appointment-BUILDING OFFICIAL. The building official shall be annniRted by the nhief annnin+inn a i+hnrity of the ii iri6di`tine. IS HEREBY AUTHORIZED AND DIRECTED TO ENFORCE ALL THE PROVISIONS OF THIS CODE; HOWEVER, A GUARANTEE THAT ALL BUILDING AND STRUCTURES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH ALL THE PROVISIONS OF THIS CODE IS NEITHER INTENDED NOR IMPLIED. (6) Section 103.3 is amended to read as follows: 103.3 Deputies. In accordance with the prescribed procedures of this jurisdiction, ap'd � i+h the nnnni irronno of the annnin+inn a6+hnri+.,, the building official shall have the authority to appoint a deputy building official, the related technical officers, inspectors, plan examiners and other employees. Such employees shall have powers as delegated by the building official. the r tepaRrue A-f exTst+ag PFG)PeFt+es, coo the In+orn-a+inn�l Ornnor+i A/hin+on�nno ( Gde (7) Section 104.1 is amended to read as follows: 104.1 General. THE BUILDING OFFICIAL IS HEREBY AUTHORIZED AND DIRECTED TO ENFORCE ALL OF THE PROVISIONS OF THIS CODE; HOWEVER, A GUARANTEE THAT ALL BUILDINGS AND STRUCTURES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH ALL OF THE PROVISIONS OF THIS CODE IS NEITHER INTENDED NOR IMPLIED. The building official is hereby authorized and directed to enforce the provisions of this Code. The building official shall have the authority to render interpretations of this Code and to adopt policies and procedures in order to clarify the application of its provisions. Such interpretations, policies and procedures shall be in compliance with the intent and purpose of this Code. Such policies and procedures shall not have the effect of waiving requirements specifically provided for in this Code. (8) Section 104.8 is amended to read as follows: 104.8 Liability. THE ADOPTION OF THIS CODE, AND ANY PREVIOUS BUILDING CODES ADOPTED BY THE TOWN OF FRASER, SHALL NOT BE DEEMED TO GIVE RISE TO A DUTY OF CARE ON THE PART OF ANY PUBLIC ENTITY, PUBLIC EMPLOYEE OR AGENT, NOR SHALL THIS CODE OR ANY PREVIOUS BUILDING CODES BE DEEMED TO CREATE ANY CIVIL REMEDY AGAINST A PUBLIC ENTITY, PUBLIC EMPLOYEE OR AGENT. The building official, member of board of appeals or employee charged with enforcement of the code, while acting for the jurisdiction in good faith and without malice in the discharge of the duties required by this Code or other pertinent law or ordinance, shall not thereby be rendered liable personally and is hereby relieved from personal liability for any damages accruing to persons or property as a result of any act or by reason of an act or omission in the discharge of official duties. Any suit instituted against an officer or employee because of an act performed by that officer or employee in the lawful discharge of duties under the provisions of this Code shall be defended by a legal representative of the jurisdiction until the final termination of the proceedings. The building official or any subordinate shall not be liable for cost in any action, suit or proceeding that is instituted in pursuance of the provisions of This Code. (9) Sections 105.1.1 and 105.1.2 are hereby repealed in their entirety. 105 1 1 Anneal permit. 4A IOeu of;;n indiVidiial permit f r e°cav T rrlt�rt�tf�rrt8 °-arialready "J con in4i iro nr nn the nromicoc nninor! nr npeFate ! by the applinan4 fnr the normif iv 1 2 Annual l permtrp6nrdS T . he PeFSE)RStA Whnm An anni ial neFmit 1;kd S; the h6464Pg lJ oGigRated (10) Section 105.2 is amended to read as follows: 105.2 Work exempt from permit. Exemptions from permit requirements of this Code shall not be deemed to grant authorization for any work to be done in any manner in violation of the provisions of this Code or any other laws or ordinances of this jurisdiction. Permits shall not be required for the following: Building: 1. One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided that the floor area does not exceed 120 square feet (11 mz). 2. Fences not over 6 feet (1,829 mm) high. 3. Oil derricks. 4. Retaining walls which are not over 4 feet (1,219 mm) in height measured from the bottom of the footing to the top of the wall, unless supporting a surcharge or impounding Class I, II or IIIA liquids. 5. Water tanks supported directly on grade if the capacity does not exceed 5,000 gallons (18,925 L) and the ratio of height to diameter or width does not exceed 2:1. 6 R0d;1 ;;1kr, ;;Ad drive ayc nn4 mnro 4h;n Q(1 innhoc (762 mm) ahnvo arlonon4 grade ;nrl nn+ ever aRy basement nr cfnr'hPIAW PLATFORMS, WALKS AND DRIVEWAYS AT GRADE and are not part of an accessible route. 7. Painting, papering, tiling, carpeting, cabinets, countertops and similar finish work. 8. Temporary motion picture, television and theater stage sets and scenery. 9. Prefabricated swimming pools accessory to a Group R-3 occupancy, which are less than 24 inches (610 mm) deep, do not exceed 5,000 gallons (18,925 L) and are installed entirely above ground. 10. Shade cloth structures constructed for nursery or agricultural purposes, not including service systems. 11. Swings and other playground equipment accessory to one- and two-family dwellings. 12. Window awnings supported by an exterior wall that do not project more than 54 inches (1,372 mm) from the exterior wall and do not require additional support of Groups R-3 and U occupancies. 13. Nonfixed and movable fixtures, cases, racks, counters and partitions not over 5 feet, 9 inches (1,753 mm) in height. (11) Section 105.5 is amended to read as follows: 105.5 Expiration. EVERY PERMIT ISSUED BY THE BUILDING OFFICIAL UNDER THE PROVISION OF THIS CODE SHALL EXPIRE 24 MONTHS AFTER THE DATE OF ISSUE. Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The building official is authorized to grant, in writing, one er mereextension of time, for A periods OF not more than 180 days easy. The extension shall be requested in writing and justifiable cause demonstrated. (12) Section 107.1 is amended by adding new subsections 107.2.1.1 and 107.2.1.2, to read as follows: 107.2.1.1 PROOF OF WATER AND SEWER. THE APPLICANT SHALL PROVIDE DOCUMENTATION FROM THE WATER AND SANITATION DISTRICT OF AN APPROVED WATER AND SEWER UTILITY PLAN WHICH MAY INCLUDE PAYING THE REQUIRED WATER AND SEWER TAP FEES. 107.2.1.2 EMERGENCY SERVICES IMPACT FEE. A DEVELOPER REQUESTING APPROVAL OF A DEVELOPMENT ACTIVITY REQUIRING ADDITIONAL EMERGENCY SERVICES SHALL PAY THE IMPACT FEE TO THE EMERGENCY SERVICES PROVIDER PRIOR TO ANY ISSUANCE OF A BUILDING PERMIT BY THE TOWN. SEE SECTION 18-6-30 (13) Section 107.3 is amended by adding a new subsection 107.3.1.1 and 107.3.1.2 to read as follows: 107.3.1.1 REQUIRED APPROVALS. THE APPLICATION AND DOCUMENTS FOR A PERMIT SHALL BE REVIEWED AND APPROVED BY THE DEPARTMENT OF ENGINEERING AND THE DEPARTMENT OF PLANNING AND ZONING FOR COMPLIANCE WITH TOWN ORDINANCES. 107.3.1.2 SURVEY REQUIREMENTS. AN IMPROVEMENT LOCATION CERTIFICATE (ILC) SHALL BE EQUIRED FOR ALL NEW FOUNDATIONS WITHIN THE TOWN OF FRASER. THE ILC SHALL BE SUBMITTED TO THE TOWN OF FRASER FOR REVIEW AND APPROVAL PRIOR TO REQUESTING A ROUGH FRAMING INSPECTION BY THE BUILDING DEPARTMENT. (14) Section 107.3.3 is amended to read as follows: 107.3.3 Phased approval. The building official SHALL NOT ISSUE A PERMIT UNTIL THE CONSTRUCTION DOCUMENTS FOR THE WHOLE BUILDING OR STRUCTURE HAVE BEEN SUBMITTED AND APPROVED. is ° i+herized to iss ° a n°rmif fnr the ^r+rc4ri i^4i�r r,f f91 Ad—At1GNC 9r aR y eth er paFt of a hi 1ildiRg Gr c4ri i^4i ir° h°fnr° 4h° that ade96iate- iAf4P-r1m1.;;tiA-R apd- detailed StatemeAt's haVe h-P-P-R filed GG)FnplyiRg With pertiReRtFeq�emegteff Trhriv r`'tee. The hGiderGf66I rP 4F9-F the f911nr!;;t A-rrvr 9T�d. (15) Section 108.3 is repealed in its entirety. 108.3 T pe Fawi pow {finial r !ride n r �T power. �s-� Ze te��er�ss+c�,-r-te to perarily sHpplpp y a,R,d HSe eri-#art ef-aR eles inrvtQliutl8rr�e Y° vav-'rr Specified fnr temporary lighting, r�heat er GWeF in NICD4 70 (16) Section 109.2 is amended to read as follows: 109.2 Schedule of permit fees. On buildings, structures, °'° , gas, mechanical and plumbing systems or alterations requiring a permit, a fee for each permit shall be paid as required in accordance with the ��ea '�astistauli;eaby the appliGable /"1GVeFrtiRg a itherity APPENDICES B AND C OF THE FRASER MUNICIPAL CODE. (17) Section 109.5 is amended by adding a new subsection to read as follows: 109.5.1 USE TAX REQUIREMENTS. SEE SECTION 4-3-20. (18) Section 109 is amended by adding a new subsection to read as follows: 109.7 REINSPECTIONS. A REINSPECTION FEE, IN THE AMOUNT PER APPENDIX B OF THE FRASER MUNICIPAL CODE, MAY BE ASSESSED FOR EACH INSPECTION OR REINSPECTION WHEN SUCH PORTION OF WORK FOR WHICH INSPECTION IS CALLED IS NOT COMPLETE OR WHEN CORRECTIONS CALLED FOR ARE NOT MADE. REINSPECTION FEES MAY BE ASSESSED WHEN THE INSPECTION RECORD CARD IS NOT POSTED OR OTHERWISE AVAILABLE ON THE WORK SITE, THE APPROVED PLANS ARE NOT READILY AVAILABLE TO THE INSPECTOR, FOR FAILING TO PROVIDE ACCESS ON THE DATE FOR WHICH THE INSPECTION IS REQUESTED, OR DEVIATING FROM THE APPROVED PLANS. IN INSTANCES WHERE REINSPECTION FEES HAVE BEEN ASSESSED, NO ADDITIONAL INSPECTION OF THE WORK WILL BE PERFORMED UNTIL THE REINSPECTION FEES HAVE BEEN RECEIVED BY THE BUILDING DEPARTMENT. (19) Section 110.5 is amended to read as follows: 110.5 Inspection requests. It shall be the d ty of+he holder of the hi 1ildinn Permit nr their d ily ai ithnrized anent to nnti f, the bugeling nffinial�e,hen Inge* is reach, for insnen+inns of si inh ,e,nrL that are re`vi aired by This Gede IT SHALL BE THE DUTY OF THE PERSON DOING THE WORK, THE OWNER, CONTRACTOR OR SUBCONTRACTOR TO KNOW THAT THE BUILDING OR STRUCTURE HAS A VALID PERMIT AND TO NOTIFY THE BUILDING DEPARTMENT WHEN WORK IS READY FOR INSPECTION. UPON CONVICTION, A FINE WILL BE ASSESSED TO THE PERSON DOING THE WORK, THE OWNER, CONTRACTOR, OR SUBCONTRACTOR IF WORK IS BEING DONE WITHOUT A PERMIT AND THE INSPECTION IS NOT REQUESTED PER SECTION 110. IT SHALL BE THE DUTY OF THE PERSON DOING THE WORK, THE OWNER, CONTRACTOR OR SUBCONTRACTOR REQUESTING ANY INSPECTIONS REQUIRED BY THIS CODE TO PROVIDE ACCESS AND MEANS FOR INSPECTION OF SUCH WORK. ALL INSPECTIONS REQUESTED PRIOR TO 10:00 A.M. WILL BE PERFORMED THE SAME WORKING DAY. SUCH REQUEST FOR INSPECTION MAY BE IN WRITING OR BY CALLING THE 24-HOUR AUTOMATED TELEPHONE ANSWERING SYSTEM. (20) Section 111.1 is amended to read as follows: 111.1 Use and Occupancy. No building or structure shall be used or occupied, and no change in the existing occupancy classification of a building or structure or portion thereof shall be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of this Code or of other ordinances of the jurisdiction. Exception: 1. Certificates of occupancy are not required for work exempt from permits under Section 105.2. 2. GROUP U OCCUPANCY. (21) Section 113 is repealed in its entirety and reenacted to read as follows: 113: CONSTRUCTION AND FIRE CODE BOARD OF APPEALS 113.1 BOARD ESTABLISHED. PURSUANT TO SECTION 113, CHAPTER 1, OF THE 2009 INTERNATIONAL BUILDING CODE AND SECTION 108 OF THE INTERNATIONAL FIRE CODE, THERE IS HEREBY CREATED BY THE BOARD OF TRUSTEES AND EAST GRAND FIRE PROTECTION DISTRICT NO. 4 A CONSTRUCTION AND FIRE CODE BOARD OF APPEALS, WHICH BOARD SHALL BE COMPOSED OF FIVE (5) MEMBERS WHO SHALL DETERMINE THE SUITABILITY OF ALTERNATE MATERIALS AND METHODS OF CONSTRUCTION, AND TO PROVIDE FOR REASONABLE INTERPRETATION OF THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL FIRE CODE, 2009 INTERNATIONAL PLUMBING CODE, 2009 INTERNATIONAL MECHANICAL CODE, AND UNIFORM CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGS. 113.2 MEMBERSHIP AND TERMS. A. THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS SHALL CONSIST OF FIVE (5) MEMBERS, THREE (3) OF WHICH ARE QUALIFIED BY EXPERIENCE AND TRAINING TO PASS UPON MATTERS PERTAINING TO BUILDING CONSTRUCTION. THE BUILDING OFFICIAL OR FIRE CODE OFFICIAL WHEN PERTAINING TO FIRE CODE ISSUES SHALL BE AN EX OFFICIO MEMBER AND SHALL ACT AS SECRETARY OF THE BOARD. THE BOARD SHALL BE APPOINTED AND THEIR TERMS OF OFFICE SET BY THE BOARD OF TRUSTEES FOR THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS AND THE FIRE DISTRICT BOARD FOR THE FIRE CODE BOARD, WHICH TERMS SHALL BE OF SUCH LENGTH AND SO ARRANGED THAT THE TERMS OF AT LEAST ONE MEMBER WILL EXPIRE EACH YEAR. B. ANY MEMBER OF THE BOARD MAY BE REMOVED, AFTER PUBLIC HEARING, BY THE MAYOR FOR INEFFICIENCY, NEGLECT OF DUTY OF MALFEASANCE IN OFFICE. THE MAYOR SHALL FILE A WRITTEN STATEMENT OF REASONS FOR SUCH REMOVAL. C. VACANCIES OCCURRING OTHERWISE AND THROUGH THE EXPIRATION OF A TERM SHALL BE FILLED FOR THE REMAINDER OF THE UNEXPIRED TERM. 113.3 ORGANIZATION AND PROCEDURES. THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS SHALL ELECT ITS CHAIRPERSON FROM AMONG THE MEMBERS APPOINTED BY THE BOARD OF TRUSTEES, AND APPROVED BY THE FIRE DISTRICT BOARD, AND CREATE AND FILL SUCH OTHER OF IT OFFICES AS IT MAY DETERMINE. THE TERM OF THE CHAIRPERSON SHALL BE ONE YEAR WITH ELIGIBILITY FOR REELECTION. THE BOARD WILL HOLD MEETINGS WHEN CALLED BY THE CHAIRPERSON OR BUILDING OR FIRE CODE OFFICIAL. THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS SHALL TRANSACT BUSINESS ACCORDING TO THE RULES AND REGULATIONS ADOPTED HEREIN, AND SHALL MAKE FINDINGS AND DETERMINATIONS ON EACH CASE CONSIDERED. SUCH FINDINGS AND DETERMINATIONS SHALL BECOME A PUBLIC RECORD AND SHALL BE KEPT IN THE OFFICE OF THE TOWN CLERK OR THE FIRE DISTRICT ADMINISTRATOR, RESPECTIVELY. 113.4 RULES AND REGULATIONS. THE FOLLOWING RULES AND REGULATIONS ARE ADOPTED FOR PURPOSES OF TRANSACTING THE BUSINESS OF THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS: A. THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS SHALL MEET AT THE CALL OF THE CHAIRPERSON OR WHEN REQUESTED BY THE BUILDING OR FIRE CODE OFFICIAL. B. THE CHAIRPERSON OF THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS SHALL BE ELECTED BY A MAJORITY OF THE ENTIRE REGULAR MEMBERSHIP AT THE FIRST MEETING OF EACH CALENDAR YEAR, TO SERVE FOR A TERM OF ONE YEAR. A VICE CHAIRPERSON SHALL BE ELECTED IN THE SAME MANNER AT THE SAME TIME FOR A TERM OF ONE YEAR. C. THE CHAIRPERSON OF THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS SHALL PRESIDE AT ALL MEETINGS, SHALL CONDUCT ALL HEARINGS AND SHALL EXERCISE AND PERFORM SUCH OTHER POWERS AND DUTIES AS MAY BE FROM TIME TO TIME ASSIGNED TO HIM BY THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS, OR AS PRESCRIBED BY THE RULES AND REGULATIONS HEREIN. IN PRESIDING AT MEETINGS AND HEARINGS, THE CHAIRPERSON SHALL RULE ON PROCEDURE AND ON ORDER OF PRESENTATION. D. THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS SHALL BE THE JUDGE OF THE QUALIFICATIONS OF PERSONS APPEARING AS EXPERT WITNESSES, AND SHALL BE EMPOWERED TO REFUSE TO RECEIVE THE TESTIMONY OF ANY PURPORTED EXPERT NOT SO QUALIFIED. E. IN THE ABSENCE OR THE DISABILITY OF THE CHAIRPERSON, THE VICE CHAIRPERSON SHALL PERFORM ALL THE DUTIES OF THE CHAIRPERSON, AND WHEN SO ACTING SHALL HAVE ALL THE POWERS OF, AND BE SUBJECT TO ALL RESTRICTIONS UPON, THE CHAIRPERSON. F. IN THE ABSENCE OF BOTH THE CHAIRPERSON AND THE VICE CHAIRPERSON, A CHAIRPERSON PRO TEMPORE SHALL BE ELECTED, AMONG THOSE REGULAR MEMBERS PRESENT, BY A MAJORITY VOTE OF ALL THE MEMBERS PRESENT. G. SHOULD ANY MEMBER HAVE KNOWLEDGE OF ANY FACT WHICH MAY CONSTITUTE A CONFLICT OF INTEREST IN HIS CONSIDERATION OF ANY APPEAL, HE SHALL FORTHWITH NOTIFY THE BUILDING OFFICIAL OR THE FIRE CODE OFFICIAL OF SAID FACTS. H. THE SECRETARY SHALL KEEP, OR CAUSE TO BE KEPT, MINUTES OF THE PROCEEDINGS OF THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS, AND SHALL PREPARE AN AGENDA FOR EACH MEETING, WHICH SHALL BE FURNISHED TO MEMBERS PRIOR TO THE ACTUAL HOUR OF THE MEETING. THE SECRETARY SHALL, IN ADDITION, BE CUSTODIAN OF THE RECORDS OF THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS AND SHALL, UPON THE FILING OF AN APPEAL, FURNISH EACH REGULAR MEMBER WITH A COPY OF THE LETTER OF APPEAL. I. APPEALS FROM DECISIONS OF THE BUILDING OFFICIAL OR APPLICABLE ENFORCEMENT OFFICER SHALL BE IN WRITING AND SHALL BE DIRECTED TO A SPECIFIC DECISION OF THE BUILDING OFFICIAL OR APPLICABLE ENFORCEMENT OFFICER, AND CONSIDERATION OF SAID APPEAL BY THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS SHALL BE LIMITED TO SAID SPECIFIC DECISION. J. APPEALS WILL BE HEARD AT SPECIAL MEETINGS CALLED PURSUANT TO THE PRESIDING OFFICER OR BY A MAJORITY OF THE MEMBERSHIP OF THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS. REQUESTS FOR HEARINGS MUST BE SCHEDULED AT LEAST TEN (10) DAYS PRIOR TO SUCH HEARING. K. IF A PARTY OF AN APPEAL INTENDS TO SUBMIT EVIDENCE, OR A LEGAL ARGUMENT, OUTSIDE OF THE EXPERTISE OF THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS, SAID PARTY SHALL SO INFORM THE SECRETARY OF THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS IN WRITING AT THE TIME OF THE FILING OF THE APPEAL. FAILURE TO PROVIDE SUCH INFORMATION SHALL BE CAUSE FOR THE PROHIBITION OF THE PRESENTATION OF SUCH EVIDENCE OR ARGUMENT. L. THE DECISION OF THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS ON AN APPEAL SHALL BE FINAL. M. A DECISION SHALL REQUIRE A MAJORITY VOTE OF THOSE MEMBERS OF THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS PRESENT; PROVIDED, HOWEVER, THAT THERE MUST BE A QUORUM OF AT LEAST THREE (3) MEMBERS OF THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS PRIOR TO TRANSACTING ANY BUSINESS. N. A NOTICE OF APPEAL SHALL BE ACCOMPANIED BY A FEE OF $250.00. (22) Section 202 is amended by adding the following definitions within the alphabetical order of the existing definitions: ACCESSORY BUILDING OR STRUCTURE. A BUILDING OR STRUCTURE ON THE SAME LOT WITH THE BUILDING OR STRUCTURE HOUSING THE PRINCIPAL USE, BUT HOUSING A USE CUSTOMARILY INCIDENTAL AND SUBORDINATE TO THE PRINCIPAL USE. BEDROOM. A ROOM WHICH IS DESIGNED AS A SLEEPING ROOM, A LOFT, A MEZZANINE IN GROUP R OCCUPANCIES OR A ROOM OR AREA THAT CAN BE USED AS A SLEEPING ROOM AND CONTAINS A CLOSET. DWELLING UNIT, ACCESSORY. ONE (1) OR MORE ROOMS IN A DWELLING DESIGNED FOR OCCUPANCY BY ONE (1) FAMILY FOR LIVING PURPOSES, INCIDENTAL AND SUBORDINATE IN SIZE AND CHARACTER TO THE PRIMARY RESIDENCE AND HAVING NOT MORE THAN ONE (1) KITCHEN. ACCESSORY DWELLING UNITS AND CONTAINING AT LEAST TWO HUNDRED (200) SQUARE FEET OF HABITABLE FLOOR AREA. T-h;-, dist�apr__e frem grade pia.pe te the average height ef the highest reefs'-wfa- BUILDING HEIGHT. THE VERTICAL DISTANCE ABOVE A REFERENCE DATUM MEASURED TO THE HIGHEST POINT OF THE STRUCTURE. THE REFERENCE DATUM SHALL BE SELECTED BY EITHER OF THE FOLLOWING, WHICHEVER YIELDS A GREATER HEIGHT OF BUILDING: A. THE ELEVATION OF THE HIGHEST ADJOINING SIDEWALK OR GROUND SURFACE WITHIN A FIVE-FOOT HORIZONTAL DISTANCE OF THE EXTERIOR WALL OF THE BUILDING WHEN SUCH SIDEWALK OR GROUND SURFACE IS NOT MORE THAN FIVE (5) FEET ABOVE LOWEST GRADE. B. AN ELEVATION FIVE (5) FEET HIGHER THAN THE LOWEST GRADE WHEN THE SIDEWALK OR GROUND SURFACE DESCRIBED IN SUBPARAGRAPH A. ABOVE IS MORE THAN FIVE (5) FEET ABOVE THE LOWEST GRADE. C. THE HEIGHT OF A STEPPED OR TERRACED BUILDING IS THE MAXIMUM HEIGHT OF ANY SEGMENT OF THE BUILDING. FIRE DEPARTMENT. THE CHIEF OFFICER OF EAST GRAND, GRANBY, GRAND LAKE, HOT SULPHUR SPRINGS AND KREMMLING FIRE PROTECTION DISTRICTS, OR THE CHIEF OFFICER'S AUTHORIZED REPRESENTATIVE. KITCHEN. A ROOM OR AREA THAT IS DESIGNATED TO BE USED FOR THE PREPARATION OF FOOD, WHICH CONTAINS MORE THAN ONE STANDARD SIZE KITCHEN APPLIANCE OR FIXTURE. UNUSEABLE CRAWLSPACES. THE AREA UNDER THE FIRST STORY FLOOR SYSTEM WHICH HAS LESS THAN FIVE (5) FEET OF HEAD ROOM AND AN UNFINISHED FLOOR. (23) Section 311.2 is amended by adding a new subsection to read as follows: 311.2.1 GROUP S-1, MINI STORAGE. BUILDINGS USED FOR MINI STORAGE SHALL BE COMPARTMENTALIZED BY NOT LESS THAN ONE-HOUR FIRE- RESISTIVE CONSTRUCTION AT EACH FLOORANDCEILING AND AT EACH ONE THOUSAND (1,000) SQUARE FEET OF FLOOR AREA. (24) Section 717.2.5 is amended to read as follows: 717.2.5 Ceiling and floor openings. Where required by Exception 6 of Section 708.2, Exception 1 of Section 713.4.1.2, or Section 713.4.2, fireblocking of the annular space around vents, pipes, ducts shiFS and fireplaces at ceilings and floor levels shall be installed with a material specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and resist the free passage of flame and the products of combustion. (25) Section 717.2.5.1 is amended to read as follows: 717.2.5.1 Factory built chimneys and fireplaces. F=aGtGF , h ii+ `+hiFnReYS Fireplaces shall be fireblocked in accordance with UL 103 and UL 127. FACTORY-BUILT CHIMNEYS SHALL BE ENCLOSED WITHIN A CONTINUOUS ENCLOSURE PROTECTED ON THE INTERIOR (CHIMNEY) SIDE BY NOT LESS THAN 5/8-INCH TYPE-X GYPSUM WALLBOARD. JOINTS AND FASTENERS SHALL BE TAPED AND FINISHED. EXCEPTION: THE PORTION OF THE CHIMNEY LOCATED IN THE SAME ROOM AS THE APPLIANCE AND THE PORTION OF THE CHIMNEY ABOVE THE FINISHED ROOF IS NOT REQUIRED TO BE ENCLOSED. FACTORY-BUILT CHIMNEYS SHALL BE EFFECTIVELY FIREBLOCKED WITHIN SUCH ENCLOSURE AT EACH FLOOR AND CEILING LEVEL AND AT THE ROOF. THE VERTICAL DISTANCE BETWEEN ADJACENT FIREBLOCKING SHALL NOT EXCEED TEN (10) FEET. (26) Section 901.5 is amended by adding a new subsection to read as follows: 901.5.1 Special inspector required. ALL FIRE PROTECTION SYSTEMS REQUIRED BY THIS CODE SHALL BE INSPECTED AND APPROVED BY A SPECIAL INSPECTOR. THE SPECIAL INSPECTOR SHALL BE AN AUTHORIZED REPRESENTATIVE OF THE FIRE DEPARTMENT OR ANOTHER QUALIFIED INDIVIDUAL WITH PRIOR APPROVAL OF THE BUILDING OFFICIAL. APPROVALS OF SPECIAL INSPECTORS AND INSPECTIONS AND APPROVALS AND REPORTS BY SPECIAL INSPECTORS SHALL BE IN ACCORDANCE WITH CHAPTER 17 OF THIS CODE. (27) Section 901.6 is amended by adding a new subsection to read as follows: 901.6.4 KEY BOX. WHERE A SUPERVISORY STATION IS REQUIRED BY THIS SECTION AND WHERE ACCESS TO OR WITHIN A STRUCTURE OR AREA IS RESTRICTED BECAUSE OF SECURED OPENINGS OR WHERE IMMEDIATE ACCESS IS NECESSARY FOR LIFE-SAVING OR FIRE-FIGHTING PURPOSES AS DETERMINED BY THE FIRE CHIEF, AN APPROVED RAPID ENTRY KEY LOCK BOX SHALL BE INSTALLED. 901.6.4.1 DEVICES. KEY LOCK BOXES SHALL BE UNDERWRITERS LABORATORIES-CERTIFIED AND APPROVED BY THE FIRE CHIEF. 901.6.4.2 LOCATION. THE KEY LOCK BOX SHALL BE LOCATED AT OR NEAR THE MAIN ENTRANCE TO THE BUILDING, MOUNTED AT A HEIGHT OF SIX (6) FEET ABOVE FINAL GRADE AT A LOCATION APPROVED BY THE FIRE CHIEF. 901.6.4.3 KEY BOX CONTENTS. THE KEY BOX SHALL CONTAIN LABELED KEYS TO PROVIDE ACCESS INTO THE BUILDING. (28) Section 902.1 is amended by adding the following definition within the alphabetical order of the existing definitions. [F] FIRE DEPARTMENT. THE CHIEF OFFICER OF EAST GRAND, GRANBY, GRAND FIRE PROTECTION DISTRICT, GRAND LAKE, HOT SULPHUR SPRINGS AND KREMMLING FIRE PROTECTION DISTRICTS, OR THE CHIEF OFFICER'S AUTHORIZED REPRESENTATIVE. (29) Section 1009 is amended to read as follows: 1009.4.5 Profile. The radius of curvature at the leading edge of the tread shall be not greater than 9/16 inch (14.3 mm). Beveling of nosings shall not exceed 9/16 inch (14.3 mm). Risers shall be sel+d aid vertical or sloped under the tread above from the underside of the nosing above at an angle not more than 30 degrees (0.52 rad) from the vertical. The leading edge (nosings) of treads shall project not more than 1 1/4 inches (32 mm) beyond the tread below, and all projections of the leading edges shall be of uniform size, including the leading edge of the floor at the top of a flight. Exceptions: 1 Solid risers are not required for stairways that are not required to comply with Section 1007.3, preyided that the E)PeRiRg betWeeR rinoc nn4 r,ormit the 2 Solid risers are not required for occupancies in Group 1-3 or in Group F, H and S occupancies other than areas accessible to the public. There are no restrictions on the size of the opening in the riser. 3 Solid risers are not required for spiral stairways constructed in accordance with Section 1009.9. 4 Solid risers are not required for alternating tread devices constructed in accordance with Section 1009.10. (30) Section 1208.2 is amended to read as follows: 1208.2 Minimum ceiling heights. Occupiable spaces, habitable spaces, aP4 corridors AND UNFINISHED BASEMENTS shall have a ceiling height of not less than 7 feet, 6 inches (2,286 mm). Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet (2,134 mm). Exceptions: 1 In one- and two-family dwellings, beams or girders spaced not less 4 feet (1,219 mm) on center and projecting not more than 6 inches (152 mm) below the required ceiling height. 2 If any room in a building has a sloped ceiling, the prescribed ceiling height for the room is required in one-half the area thereof. Any portion of the room measuring less than 5 feet (1,524 mm) from the finished floor to the finished ceiling shall not be included in any computation of the minimum area thereof. 3 Mezzanines constructed in accordance with Section 505.1. (31) Section 1503 is amended by adding three new subsections as follows: 1503.7 SNOW-SHED BARRIERS. ROOFS SHALL BE DESIGNED TO PREVENT ACCUMULATION OF SNOW FROM SHEDDING ONTO EXTERIOR BALCONIES, DECKS AND PEDESTRIAN AND VEHICULAR EXITS FROM BUILDINGS, STAIRWAYS, SIDEWALKS, STREETS, ALLEYS, AREAS DIRECTLY ABOVE OR IN FRONT OF GAS UTILITY OR ELECTRIC UTILITY METERS, OR ADJACENT PROPERTIES. EXCEPTION: MECHANICAL BARRIERS INSTALLED TO PREVENT SNOW SHEDDING FROM THE ROOF WHICH ARE SECURED TO THE ROOF FRAMING MEMBERS OR TO SOLID BLOCKING SECURED TO FRAMING MEMBERS IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1503.8 FALL PROTECTION. PERMANENT FALL PROTECTION ANCHORS SHALL BE INSTALLED ON ALL NEW CONSTRUCTION. ROOF ANCHORS OR SIMILAR DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' INSTALLATION INSTRUCTIONS. 1503.9 VALLEY OUTLETS. EACH ROOF VALLEY SHALL HAVE ACCESS TO AN ELECTRICAL RECEPTACLE INSTALLED ACCORDING TO THE ELECTRICAL CODE. (32) Section 1507.1 is amended by adding two new subsections to read as follows: 1507.1.1 Ice barrier. AN ICE BARRIER THAT CONSISTS OF AN APPROVED SELF- ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT ON ALL SLOPED ROOFS. THIS ICE DAM PROTECTION UNDERLAYMENT SHALL BE INSTALLED FROM THE EAVES TO A POINT 6 FEET INSIDE THE EXTERIOR WALL LINE OF THE BUILDING AND 24 INCHES FROM THE CENTER LINE OF ALL VALLEYS, FULLY ADHERED TO THE SUBSTRATE ON ALL HABITABLE STRUCTURES. Exception: DETACHED ACCESSORY STRUCTURES THAT CONTAIN NO CONDITIONED FLOOR AREA. 1507.1.2 Snow-shed barriers. ROOFS SHALL BE DESIGNED TO PREVENT ACCUMULATIONS OF SNOW FROM SHEDDING ABOVE OR IN FRONT OF GAS UTILITY OR ELECTRIC UTILITY METERS. (33) Section 1507.2.8.2 is repealed in its entirety. Ala grip- 'A wh;'FA tAFAa!; hAAA A rtiStEWY of iGe fnrmiRg alGRg t y ''irf�noc fn r��ir�t �t lo�ct '7/1 irnhoc 0 mm) ipside the ovte4pl:14'all limo Af the mild FRg. EY,Ge 1t1 )R1 I"1 ot�nholJ ;nne66E)F i ctn anti iroc that nA_N4;;IN Re flp area (34) Section 1507.4 is amended by adding a new subsection to read as follows: 1507.4.1.1 Mechanical barriers for metal roof shingles and metal roof panels. ROOFS WITH METAL ROOF SHINGLES OR METAL ROOF PANELS SHALL BE DESIGNED SO AS TO PREVENT ACCUMULATIONS OF SNOW FROM SHEDDING ONTO PEDESTRIAN AND VEHICULAR EXITS FROM BUILDINGS AND ONTO SIDEWALKS, STREETS AND ALLEY WAYS. MECHANICAL BARRIERS INSTALLED TO PREVENT SNOW SHEDDING FROM THE ROOF SHALL BE SECURED TO ROOF FRAMING MEMBERS OR TO SOLID BLOCKING SECURED TO FRAMING MEMBERS IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INDIVIDUAL DEVICES INSTALLED IN A GROUP OF DEVICES TO CREATE A BARRIER TO PREVENT SNOW SHEDDING SHALL BE INSTALLED IN AT LEAST TWO ROWS WITH THE FIRST ROW NO MORE THAN 24 INCHES FROM THE EDGE OF THE ROOF OR EAVE. THE ROWS SHALL BE PARALLEL WITH THE EXTERIOR WALL LINE AND THE DEVICES IN EACH ROW SHALL BE STAGGERED FOR A SPACING OF NO MORE THAN 24 INCHES ON CENTER MEASURED PARALLEL WITH THE EXTERIOR WALL LINE. CONTINUOUS SNOW BARRIERS SHALL BE SECURED TO ROOF FRAMING AT NO MORE THAN 48 INCHES ON CENTER. CONTINUOUS BARRIERS SHALL BE INSTALLED PARALLEL WITH THE EXTERIOR WALL LINE AND NO MORE THAN 24 INCHES FROM THE EDGE OF THE ROOF OR EAVE. (35) Section 1507.5 is amended by adding a new subsection to read as follows: 1507.5.1.1 Mechanical barriers for metal roof shingles and metal roof panels. ROOFS WITH METAL ROOF SHINGLES OR METAL ROOF PANELS SHALL BE DESIGNED SO AS TO PREVENT ACCUMULATIONS OF SNOW FROM SHEDDING ONTO PEDESTRIAN AND VEHICULAR EXITS FROM BUILDINGS AND ONTO SIDEWALKS, STREETS AND ALLEY WAYS. MECHANICAL BARRIERS INSTALLED TO PREVENT SNOW SHEDDING FROM THE ROOF SHALL BE SECURED TO ROOF FRAMING MEMBERS OR TO SOLID BLOCKING SECURED TO FRAMING MEMBERS IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INDIVIDUAL DEVICES INSTALLED IN A GROUP OF DEVICES TO CREATE A BARRIER TO PREVENT SNOW SHEDDING SHALL BE INSTALLED IN AT LEAST TWO ROWS WITH THE FIRST ROW NO MORE THAN 24 INCHES FROM THE EDGE OF THE ROOF OR EAVE. THE ROWS SHALL BE PARALLEL WITH THE EXTERIOR WALL LINE AND THE DEVICES IN EACH ROW SHALL BE STAGGERED FOR A SPACING OF NO MORE THAN 24 INCHES ON CENTER MEASURED PARALLEL WITH THE EXTERIOR WALL LINE. CONTINUOUS SNOW BARRIERS SHALL BE SECURED TO ROOF FRAMING AT NO MORE THAN 48 INCHES ON CENTER. CONTINUOUS BARRIERS SHALL BE INSTALLED PARALLEL WITH THE EXTERIOR WALL LINE AND NO MORE THAN 24 INCHES FROM THE EDGE OF THE ROOF OR EAVE. (36) Section 1507.5.4 is repealed in its entirety. ��ATw7r v �-lap grip- 'A wh;iFE., tEIFE, haI; heeA-a-rtms;tAFY of ino fnrminn aInnn t4e, 11irf�noc +n nnin+ �+ lo�c+ 'J/1 innhoc (G:1(1 mm) inside the ov+orinr wall lino of the �iidtrg. CVnon+inn• flo+;nhor! ;nnoccnry c+n in+i Tres that nnn+ain nn nnnrli+innorl flnnr area (37) Section 1507.6.4 is repealed in its entirety. 1507 v 4 la grip• 'A wh;,FE, tt}EIFE, haI; heeA-a-rtms;tAFY of ino fnrminn aInnn t4j ';;Id 1m;- Af AArm;;I -AderlaymeRt and- extepd- fre.m. the le-;.A.gest edges ef all reef c��i''irf�noc +n nnin+ �+ lo�c+ 'J/1 innhoc (G:10 mm) inside the ov+orinr wall lino of the ExGeption• a;nnoccnry c+n in+i iroc that nnn+ain nn nnnrli+innorl flnnr area (38) Section 1507.7.4 is repealed in its entirety. X15077 7 4 II9n 2rripr 1P areas; the average 'Jail„ to peFat�eON aR iar„ is 25 era��� � �-, f 4) G)F less there i's a PGSSmbmlmty Gf iGe fGFFnmRg alGRg the eaves Ga6iSiRg a baGk6ip ef water-, h;;rrmCQr le of the hi iilrlinn ExGeptien• I"1 o+enholJ a;GGe66Gry c+ri in+i iroc +ham+ nGN+;;IN Re nerirl,+,eRor! f'GGF aroma (39) Section 1507.8.4 is repealed in its entirety. 1507 2 4 la grip• 'A ;Agh;lr;k thEIrE, haI; heeA-a-rtms;tAFY of ino fnrminn aInnn t4j 11irf�noc +n nnin+ �+ lo�c+ 'J/1 innhoc (G:19 mm) inside the ov+orinr wall lino of the �iidtrg. Cvneptien• a;nnoccnry c+n in+i iroc that nnn+ain nn nnnrli+inner' flnnr aroma (40) Section 1507.9.4 is repealed in its entirety. 1507 9n grip• 'A ;Agh;lr;k thEIrE, haI; heeA-a-rtms;tAFY of ino fnrminn aInnn t4j c��i11irf�noc +n nnin+ �+ lo�c+ 'J/1 innhoc (6 19 mm\ incirle +ho exterior ",all lino of+ho 9iidtg ExGeption• flo+anhor! �nnoccnry c+n in+i iroc that non+min nn nnnrli+innorl fleer aroma (41) Section 1605.2.2 is repealed in its entirety. 1L�605 2 2 FIB aS Where fleed leads, are +n be nnncirloror! in +ho deSinn the a, , roar! nnmhinnFt�nf 2 2 of 42CF= 7 rh;;" h;, ed (42) Section 1605.3.1.2 is repealed in its entirety. 16A� 05-3 1 2 Fl�wa-Irvads Where fleed leads,T a, aro +n o nnnciroror in the deSinn, toe '^°�' ^^mbinetiens ef 4 ? ^f--v�F7 sh°"teased. i vcw vv (43) Section 1608.1 is amended to read as follows: 1608.1 General. Design snow loads shall be determined in accordance " +h Con+inn of ASGE 7, Table 1608.1, but the design roof load shall not be less than that determined by section 1607. TABLE 1608.1 DESIGN SNOW LOAD FOR ROOFS 9,000 FEET ABOVE SEA LEVEL IS 98 POUNDS PER SQUARE FOOT 9,250 FEET ABOVE SEA LEVEL IS 105 POUNDS PER SQUARE FOOT 9,500 FEET ABOVE SEA LEVEL IS 113 POUNDS PER SQUARE FOOT 9,750 FEET ABOVE SEA LEVEL IS 120 POUNDS PER SQUARE FOOT 10,000 FEET ABOVE SEA LEVEL IS 128 POUNDS PER SQUARE FOOT 10,250 FEET ABOVE SEA LEVEL IS 136 POUNDS PER SQUARE FOOT 10,500 FEET ABOVE SEA LEVEL IS 145 POUNDS PER SQUARE FOOT 10,750 FEET ABOVE SEA LEVEL IS 154 POUNDS PER SQUARE FOOT (44) Section 1608.2 is amended to read as follows: 1608.2 ROOF SNOW LOAD. AS DETERMINED BY GRAND COUNTY SNOW LOAD/SNOW ZONE MAP OR GRAND COUNTY SUBDIVISION INDEX. The nYni 1Rd cn-n In�rlQ +n ho 1 icon! OR determining the deSinn cnn�", In�rlQ fnr reefs shaII,GT, be determiped- In 7l'�l'�nY!'�7n1'�� with 4�� Y Fig IYre 16009.2 feT� ��� ? I�ted T�ITTTTtT��?a"N6^RPc�nAr 4lRska. Site-specific case studies shall be made in areas designated "CS" in Figure 1608.2. ROOF SNOW LOADS f4p-rs+tes ;telev ft+ens ated Fig are 1608 2 °nil for all sites within the CS areas shall be approved. Gre, Ad con,^, lead- determine+inn fnr ci igh ci+oc ,m2�KeGk�211G2-..Ate Val). S I^W lGa;d_S.-are,Zere fnr Hawaii, exGenpc OR Fne,'Ataip^e, (45) Section 1612 is repealed in its entirety and reenacted to read as follows: SECTION 1612 ESTABLISHMENT OF FLOOD HAZARD AREAS. THE TOWN OF FRASER HAS ADOPTED FLOODPLAIN REGULATIONS WITHIN CHAPTER 18, ARTICLE 4, OF THE MUNICIPAL CODE. (46) Section 1703.1 is amended to read as follows: 1703.1 Approved agency. An approved agency shall provide all information as necessary for the building official to determine that the agency meets the applicable requirements. THE FIRE DEPARTMENT OR THE STATE OF COLORADO DIVISION OF FIRE SAFETY OR ITS AUTHORIZED REPRESENTATIVE SHALL BE AN APPROVED AGENCY FOR SPECIAL INSPECTION OF FIRE PROTECTION SYSTEMS REQUIRED BY THIS CODE AND THE INTERNATIONAL FIRE CODE. (47) Section 1704 is amended by adding two new subsections to read as follows: 1704.17 Fire protection systems. FIRE PROTECTION SYSTEMS SHALL HAVE THE DESIGN PLANS APPROVED BY A SPECIAL INSPECTION AGENCY AND THE SYSTEMS INSPECTED AND TESTED BY A SPECIAL INSPECTOR FOR COMPLIANCE WITH THE REQUIREMENTS OF THIS CODE AND THE INTERNATIONAL FIRE CODE. 1704.17.1 Qualifications. SPECIAL INSPECTORS FOR FIRE PROTECTION SYSTEMS SHALL HAVE EXPERTISE IN FIRE-PROTECTION. SPECIAL INSPECTORS FOR FIRE SUPPRESSION SYSTEMS SHALL BE A CERTIFIED FIRE SUPPRESSION SYSTEMS INSPECTOR BY THE STATE OF COLORADO DIVISION OF FIRE SAFETY. Exception: SPECIAL INSPECTION BY THE FIRE DEPARTMENT OR THE STATE OF COLORADO DIVISION OF FIRE SAFETY OR THEIR AUTHORIZED REPRESENTATIVE OF FIRE PROTECTION SYSTEMS. (48) Section 1804.4 is repealed in its entirety. 1204 A Grading and fill in flnnd hard r ar�q IA flnvnvrl ha�rrl ar�S ervtQt7it�ed in �-a -mm-rcrz rca--crr vc �-rr grading and/gY fill Shall RGt be annrgVerl• , i.U R Ircrv$ 61-I G h fill is placed, GE)FnFacte d arR d SIG Ped tG M IrrZE-1 Svhrfrt+Rcg616I M Pi Rg and n d IYIY1g ;-;Pd- fall gf flggr! V a and a nnligahle y.4aye, ag+ien �„�e�os+a,-a�,,,,�t e�-�se � tee--� analyses nerfnrmed by a registered design nrnfeSSinna/ in aggnrrlange nii+h s+anrlarrl engineering nrag+ige +ha++he nrnnnsed grayling nr fill nr hn+h Will nn+ 0 0 reSl II+ in aRy ingrease in flggrl lEaVeIS d IYing the E)GG IYYenge gf+he rle Silva fGGd c. IA flf`' aZarrd-areas s 61 i e-- -- hi wave agtiGn r,r-a rfcrv's 61-IGh hl lllrling gY S+rl Ig+I Ire 4. WihleFdes+g„ f A-A-d- vertiensZare speG;fied 19It fiG-A-dwerys have Pet beep designa+erl I Inless i+ has heen rlemnns+ro+erl +ha++he nl Iml Ila+i�ie effeg+ of+he 0 nrepese l f/nnrl h���rrl _ro_Q onnrnanhmont 44h9n nnmhinor! 44ith RII nthor ovictinn 0 .Anr! f/nnrl h-z-rrl _row Will not innroA-co the deSinn 0 flnnr! olo�i�tinn mnro thin 1 fn At (305 mm) at aRy nnint (49) Section 1805.1.2.1 is repealed in its entirety. 1205 1 7 1 Finnd h°sar areas r hi 1ildinnsZ�r�st�cti-ires flnrrnwaha�rra-a�ea�to Teast� e- ExGeptien• I IRdeF fleer spaGeS r,f r_'rei in D 3 hi 1ildiRgG that moot the Fe9 iir;9RA;9 etc+ r,f FEW WR 4_TR_1 1 (50) Section 1807.1 is amended to read as follows: 1807.1 Foundation walls. Foundation walls shall be designed and constructed in accordance with Sections 1807.1.1 through 1807.1.6. Foundation walls shall be supported by#e tiees FOOTINGS designed in accordance with Section 1808. (51) Section 1808 is amended to read as follows: SECTION 1808 FOOTINGS AND FOUNDATIONS (52) Section 1808.1 is amended to read as follows: 1808.1 General. FOOTINGS AND foundations shall be designed and constructed in accordance with Sections 1808.2 through 1808.9. Shallow FOOTINGS AND foundations shall also satisfy the requirements of Section 1809. Deep FOOTINGS AND foundations shall also satisfy the requirements of Section 1810. ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONTINUOUS SOLID OR FULLY GROUTED MASONRY OR CONCRETE FOOTINGS. CONCRETE FOOTINGS SHALL INCLUDE A MINIMUM OF TWO #4 REINFORCEMENT BARS TO BE TIED CONTINUOUSLY AND SPACED A MINIMUM OF TWO INCHES FROM THE GROUND AND EQUALLY WITHIN THE FOOTING. EXCEPTION: UNLESS DESIGNED AND STAMPED BY AN ENGINEER. (53) Section 1808.2 is amended to read as follows: 1808.2 Design for capacity and settlement. FOOTINGS AND foundations shall be so designed that the allowable bearing capacity of the soil is not exceeded and the differential settlement is minimized. FOOTINGS AND foundations in areas with expansive soils shall be designed in accordance with the provisions of Section 1808.6 (54) Section 1808.3 is amended to read as follows: 1808.3 Design loads. FOOTINGS AND foundations shall be designed for the most unfavorable effects due to the combinations of loads specified in Section 1605.2 or 1605.3. The dead load is permitted to include the weight of foundations and overlying fill. Rork inor! lido leads, o as Specified in Qn4inn c (1 167 Q ; r!n 1607.11 shall be permitted 4n ho 1 icon! in the deSigR of f49-1-1A d—A to A-PS (55) Section 1809 is amended to read as follows: SECTION 1809 SHALLOW FOOTINGS AND FOUNDATIONS (56) Section 1809.1 is amended by adding three new subsections to read as follows: 1809.1 General. Shallow FOOTINGS AND foundations shall be designed and constructed in accordance with Sections 1809.2 through 1809.13. 1809.1.1 FOOTINGS. ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONTINUOUS SOLID OR FULLY GROUTED MASONRY OR CONCRETE FOOTINGS. CONCRETE FOOTINGS SHALL INCLUDE A MINIMUM OF TWO #4 REINFORCEMENT BARS TO BE TIED CONTINUOUSLY AND SPACED A MINIMUM OF TWO INCHES FROM THE GROUND AND EQUALLY WITHIN THE FOOTING. THERE SHALL BE #4 VERTICAL REBAR 4 FEET ON CENTER, MINIMUM. VERTICAL REBAR SHALL EXTEND FROM THE FOOTING TO THE TOP COURSE OF THE HORIZONTAL FOUNDATION WALL REBAR. EXCEPTION: UNLESS DESIGNED AND STAMPED BY AN ENGINEER. 1809.1.1.2 FOUNDATIONS. THE MINIMUM FOUNDATION DESIGN IS AN 8-INCH- THICK CONCRETE WALL. WALLS UP TO AND INCLUDING 4 FEET IN HEIGHT REQUIRE TWO #4 CONTINUOUS REBAR IN THE TOP OF THE WALL. WALLS OVER 4 FEET UP TO AND INCLUDING 8 FEET IN HEIGHT REQUIRE TWO #4 CONTINUOUS REBAR TOP AND BOTTOM. WALLS OVER 8 FEET IN HEIGHT ARE REQUIRED TO BE DESIGNED AND STAMPED BY AN ENGINEER. ALL FOUNDATION WALLS REQUIRE #4 VERTICAL REBAR 4 FEET ON CENTER, MINIMUM. EXCEPTION: UNLESS DESIGNED AND STAMPED BY AN ENGINEER. 1809.1.1.3 PIERS. ALL CONCRETE PIERS SHALL INCLUDE A MINIMUM OF TWO #4 VERTICAL REINFORCEMENT BARS TO BE SPACED EQUALLY WITHIN THE PIER. EXCEPT FOR STEEL DOWELS EMBEDDED 5 FEET OR LESS IN THE PIER, REINFORCEMENT SHALL BE ASSEMBLED AND TIED TOGETHER AND SHALL BE PLACED IN THE PIER HOLE AS A UNIT BEFORE THE REINFORCED PORTION OF THE PIER IS FILLED WITH CONCRETE. EXCEPTIONS: 1 UNLESS DESIGNED AND STAMPED BY AN ENGINEER. 2 REINFORCEMENT IS PERMITTED TO BE WET SET AND THE 2 '/2-INCH CONCRETE COVER REQUIREMENT BE REDUCED TO 2 INCHES FOR GROUP R-3 AND GROUP U OCCUPANCIES NOT EXCEEDING TWO STORIES OF LIGHT-FRAME CONSTRUCTION, PROVIDED THAT THE CONSTRUCTION METHOD CAN BE DEMONSTRATED TO THE SATISFACTION OF THE BUILDING OFFICIAL. (57) Section 1809.3 is amended to read as follows: 1809.3 Stepped footings. The top surface of footings shall be level. The bottom surface of footings shall be permitted to have a slope not exceeding one unit vertical in 10 units horizontal (10-percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footing or where the surface of the ground slopes more than one unit vertical in 10 units horizontal (10-percent slope). ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONTINUOUS SOLID OR FULLY GROUTED MASONRY OR CONCRETE FOOTINGS. CONCRETE FOOTINGS SHALL INCLUDE A MINIMUM OF TWO #4 REINFORCEMENT BARS TO BE TIED CONTINUOUSLY AND SPACED A MINIMUM OF TWO INCHES FROM THE GROUND AND EQUALLY WITHIN THE FOOTING. THERE SHALL BE #4 VERTICAL REBAR 4 FEET ON CENTER, MINIMUM. VERTICAL REBAR SHALL EXTEND FROM THE FOOTING TO THE TOP COURSE OF THE HORIZONTAL FOUNDATION WALL REBAR. (58) Section 1809.4 is amended to read as follows: 1809.4 Depth and width AND EDGE THICKNESS of SPREAD footings. The minimum depth of SPREAD footings below +ho Adis+ rhos ^r^ Rd dare FINISHED GRADE shall be 12 OR^h°° (395 mm` 30 INCHES, MEASURED TO THE BOTTOM OF FOOTING. Where applicable, the requirements of Section 1809.5 shall also be satisfied. The minimum width of SPREAD footings shall be 12 OnnheS (395 mm) 16 INCHES. THE MINIMUM EDGE THICKNESS OF SPREAD FOOTINGS SHALL BE 8 INCHES. (59) Section 1809.5 is amended to read as follows: 1809.5 Frost protection. Except where otherwise protected from frost, foundations and other permanent supports of buildings and structures shall be protected from frost by one or more of the following methods: 1. Extending below the frost line of the locality; 30 INCHES; 2. Constructing in accordance with ASCE 32; or 3. Erecting on solid rock. Exception: Freestanding buildings meeting ail BOTH of the following conditions shall not be required to be protected: -2. 1. Area of 609-(56 m2) 120 square feet or less for light-frame construction or 499 47-e4 120 square feet or less for other than light-frame construction; and 3. 2. Eave height of 10 feet (3,048 mm) or less. Shallow foundations shall not bear on frozen soil ' pless frnZon nnnrl i+inn is of permanent nh;;rron4or (60) Section 1809.7 is repealed in its entirety. , `/�/�, C1ry 1QAiwa.-PrcsGrriptive footngs forvr lighCtl�°-rmed�Tst�vto�tl�i*e�ASpeGifiG dc"'y" is not i prrvrniided nnnnrote nr macnnr�i_ snit fnntiRgS ci ippnrtinn walls of light-frame 0 rvi nTrvt ct�R shalluir be per.m.itted- to hc �� rl einned in annnranno �niith Table 1 R09 7 Table 1 R-09.7 is rlolotor! in itc entirety " (61) Section 2111.1.1 is amended by adding a new subsection to read as follows: 2111.1.1.1 LIMITATION ON THE NUMBER. THE NUMBER OF APPROVED SOLID FUEL BURNING APPLIANCES OR DEVICES WHICH MAY BE INSTALLED SHALL NOT EXCEED THE FOLLOWING LIMITS: 1. DETACHED SINGLE-FAMILY DWELLING: ONE APPROVED SOLID FUEL BURNING APPLIANCE OR DEVICE PER DWELLING. 2. BUILDING WITH TWO DWELLING UNITS: ONE APPROVED SOLID FUEL BURNING APPLIANCE OR DEVICE PER DWELLING UNIT ,PROVIDED THAT THE DWELLING UNIT IS GREATER THAN 1,500 SQUARE FEET IN TOTAL LIVING AREA. 3. APARTMENTS, CONDOMINIUMS, COMMERCIAL AND INDUSTRIAL BUILDINGS: APARTMENTS, CONDOMINIUMS, COMMERCIAL AND INDUSTRIAL BUILDINGS SHALL BE ALLOWED TO INSTALL ONE APPROVED SOLID FUEL BURNING APPLIANCE OR DEVICE IN A LOBBY OR OTHER COMMON AREA OF THE APARTMENT, CONDOMINIUM OR HOTEL. ONLY AN APPROVED NONSOLID FUEL BURNING APPLIANCE MAY BE INSTALLED WITHIN ANY APARTMENT, CONDOMINIUM OR HOTEL/MOTEL ROOM. (62) Section 2301.2 is amended to read as follows: 2301.2 General design requirements. The design of structural elements or systems, constructed partially or wholly of wood or wood-based products, shall be in accordance on one of the following methods. THE USE OF LOAD DURATION FACTORS FOR SNOW LOAD SHALL NOT BE PERMITTED IN ANY OF THESE DESIGN METHODS. (63) Section 2303.1.10 is amended by adding two exceptions to read as follows: 2303.1.10 Structural log members. Stress grading of structural log members of nonrectangular shape, as typically used in log buildings, shall be in accordance with ASTM D 3957. Such structural log members shall be identified by the grade mark of an approved lumber grading or inspection agency. In lieu of a grade mark on the material, a certificate of inspection as to species and grade issued by a lumber grading or inspection agency meeting the requirements of this section shall be permitted. Exceptions: 1. IN SINGLE-FAMILY DWELLINGS OF LOG CONSTRUCTION, WALL LOGS NEED NOT BE GRADED. 2. IN SINGLE-FAMILY DWELLINGS OF LOG CONSTRUCTION, ALL STRUCTURAL LOGS MAY BE DESIGNED BY A LICENSED COLORADO ARCHITECT OR ENGINEER AND INSPECTED BY THAT ARCHITECT OR ENGINEER AFTER THE COMPLETION OF THE FRAMING WITH THE ARCHITECT OR ENGINEER CERTIFYING TO THE BUILDING DEPARTMENT THAT THE LOGS ARE OF THE SIZE, QUALITY AND SPECIES OF THE DESIGN AND THAT THEY WERE INSTALLED TO THAT DESIGN. WALL LOGS NEED NOT BE PART OF THE STRUCTURAL DESIGN. (64) Section 2303.4.1 is amended to read as follows: 2303.4.1 Design. Wood trusses shall be designed in accordance with the provisions of this Code and accepted engineering practice. Members are permitted to be joined by nails, glue, bolts, timber connectors, metal connector plates or other approved framing devices. THE USE OF LOAD DURATION FACTORS FOR SNOW LOAD OR SLOPE OF ROOF SHALL NOT BE PERMITTED IN ANY OF THESE DESIGN METHODS. (65) Section 2304.2 is amended to read as follows: 2304.2 Size of structural members. Computations to determine the required sizes of members shall be based on the net dimensions (actual sizes) and not nominal sizes. THE USE OF LOAD DURATION FACTORS FOR SNOW LOAD OR SLOPE OF ROOF SHALL NOT BE PERMITTED IN ANY OF THESE COMPUTATIONS. (66) Section 2304.4 is amended to read as follows: 2304.4 Floor and roof framing. The framing of wood-joisted floors and wood framed roofs shall be in accordance with the provisions specified in Section 2308 unless a specific design is furnished. THE USE OF LOAD DURATION FACTORS FOR SNOW LOAD OR SLOPE OF ROOFS SHALL NOT BE PERMITTED. (67) Section 2304.7.2 is amended to read as follows: 2304.7.2 Structural roof sheathing. Structural roof sheathing shall be designed in accordance with the general provisions of this Code and the special provisions in this section. Roof sheathing conforming to the provisions of Table 2304.7(1), 2304.7(2), 2304.7(3) or 2304.7(5) shall be deemed to meet the requirements of this section. Wood structural panel roof sheathing shall be bonded by exterior glue. EXCEPTION: A MINIMUM OF 5/8-INCH PLYWOOD, PARTICLE BOARD OR WAFERWOOD SHALL BE USED ON ROOF RAFTERS OR ROOF TRUSSES SPACED 24 INCHES ON CENTER IN ANY SNOW LOAD AREA. (68) Section 2308.9.5.1 is amended to read as follows: 2308.9.5.1 Headers. Headers shall be provided over each opening in exterior-bearing walls. THE USE OF LOAD DURATION FACTORS FOR SNOW LOAD OR SLOPE OF ROOF SHALL NOT BE PERMITTED. The spaRS in Table 2209 a 5 are permitted 4n he ,e,ith S�+t.en. 2301.2, item I nr 2. Headers shall be of two pieces of nominal 2-inch (51 mm) framing lumber set on edge, MINIMUM as peFmittold by Table 23OR A F and nailed together in accordance with Table 2304.9.1 or of solid lumber of equivalent size. (69) Section 2308.10.3 is amended to read as follows: 2308.10.3 Rafter spans. Allowable spans for rafters shall be in accordance with Table 2308.10.3(1), 2308.10.3(2), 2308.10.3(3), 2308.10.3(4), 2308.10.3(5) or 2308.10.3(6). For other grades and species, refer to the AF&PA Span Tables for Joists and Rafters. THE USE OF LOAD DURATION FACTORS FOR SNOW LOAD OR SLOPE OF ROOF SHALL NOT BE PERMITTED. (70) Section 2308.10.8 is amended to read as follows: 2308.10.8 Roof sheathing. Roof sheathing shall be in accordance with Tables 2304.7(3) and 2304.7(5) for wood structural panels, and Tables 2304.7(1) and 2304.7(2) for lumber and shall comply with Section 2304.7.2. EXCEPTION: A MINIMUM OF 5/8-INCH PLYWOOD, PARTICLE BOARD OR WAFERWOOD SHALL BE USED ON ROOF RAFTERS OR ROOF TRUSSES SPACED 24 INCHES ON CENTER IN ANY SNOW LOAD AREA. (71) Section 2901.1 is amended to read as follows: [P] 2901.1 Scope. The provisions of this chapter and the International Plumbing Code shall govern the erection, installation, alteration, repairs, relocation, replacement, addition to, use or maintenance of plumbing equipment and systems. Plumbing systems and equipment shall be constructed, installed and maintained in accordance with the International Plumbing Code. Private sso,^gage disposal systems shall nnnfnrm to tho Inforn�finn�l PF4-ate selivage iSPGSai ( Gde (72) Section 2901 is amended by adding a new subsection to read as follows: [P] 2901.1.1 SANITATION AT CONSTRUCTION SITES. TOILET FACILITIES SHALL BE PROVIDED FOR CONSTRUCTION WORKERS, AND SUCH FACILITIES SHALL BE CONVENIENTLY LOCATED AND MAINTAINED IN A SANITARY CONDITION. THE FACILITIES SHALL BE AVAILABLE FOR USE FROM THE START OF THE PROJECT UNTIL THE CERTIFICATE OF OCCUPANCY IS ISSUED. (73) Section 3001.1 is amended to read as follows: 3001.1 Scope. This chapter governs the design, construction, installation, alteration, MAINTENANCE and repair of NEW AND EXISTING INSTALLATIONS OF elevators, DUMBWAITERS, ESCALATORS AND MOVING WALKS and GGRVeyiRg SyStemc err! their GGFnPGneRts REQUIRING PERMITS THEREFOR PROVIDING PROCEDURES FOR THE INSPECTION AND MAINTENANCE OF SUCH CONVEYANCES. (74) Chapter 30, concerning elevators, moving walks, escalators or dumbwaiters, is amended by adding four new sections and subsections to read as follows: SECTION 3009 PERMITS & CERTIFICATES OF INSPECTION 3009.1 PERMITS REQUIRED. IT SHALL BE UNLAWFUL TO INSTALL ANY NEW ELEVATOR, DUMBWAITER, ESCALATOR OR MOVING WALK, OR TO MAKE MAJOR ALTERATIONS TO ANY EXISTING ELEVATOR, DUMBWAITER, ESCALATOR OR MOVING WALK, AS DEFINED IN PART XII OF ASME A17.1, WITHOUT FIRST OBTAINING A PERMIT FOR SUCH INSTALLATION FROM THE BUILDING OFFICIAL. PERMITS SHALL NOT BE REQUIRED FOR MAINTENANCE OR MINOR ALTERATIONS. 3009.2 CERTIFICATES OF INSPECTION REQUIRED. IT SHALL BE UNLAWFUL TO OPERATE ANY ELEVATOR, DUMBWAITER, ESCALATOR OR MOVING WALK WITHOUT A CURRENT CERTIFICATE OF INSPECTION ISSUED BY THE BUILDING OFFICIAL. SUCH CERTIFICATE SHALL BE ISSUED UPON PAYMENT OF PRESCRIBED FEES AND THE PRESENTATION OF A VALID INSPECTION REPORT INDICATING THAT THE CONVEYANCE IS SAFE AND THAT THE INSPECTIONS AND TESTS HAVE BEEN PERFORMED IN ACCORDANCE WITH PART X OF ASME A17.1. CERTIFICATES SHALL NOT BE ISSUED WHEN THE CONVEYANCE IS POSTED AS UNSAFE PURSUANT TO SECTION 3010. EXCEPTION: CERTIFICATES OF INSPECTION SHALL NOT BE REQUIRED FOR CONVEYANCES WITHIN A DWELLING UNIT. 3009.3 APPLICATION FOR PERMITS. APPLICATION FOR A PERMIT TO INSTALL SHALL BE MADE ON FORMS PROVIDED BY THE BUILDING OFFICIAL, AND THE PERMIT SHALL BE ISSUED TO AN OWNER UPON PAYMENT OF THE PERMIT FEES SPECIFIED IN THIS SECTION. 3009.4 APPLICATIONS FOR CERTIFICATES OF INSPECTION. APPLICATION FOR A CERTIFICATE OF INSPECTION SHALL BE MADE BY THE OWNER OF AN ELEVATOR, DUMBWAITER, ESCALATOR OR MOVING WALK. APPLICATIONS SHALL BE ACCOMPANIED BY AN INSPECTION REPORT AS DESCRIBED IN SECTION 3009. FEES FOR CERTIFICATES OF INSPECTION SHALL BE AS SPECIFIED IN THIS SECTION. SECTION 3010 DESIGN 3010.1 DETAILED REQUIREMENTS. FOR DETAIL DESIGN, CONSTRUCTION AND INSTALLATION REQUIREMENTS, SEE CHAPTER 16 AND THE APPROPRIATE REQUIREMENTS OF ASME A17.1. SECTION 3011 REQUIREMENTS FOR OPERATION AND MAINTENANCE 3011.1 GENERAL. THE OWNER SHALL BE RESPONSIBLE FOR SAFE OPERATION AND MAINTENANCE OF EACH ELEVATOR, DUMBWAITER, ESCALATOR AND MOVING WALK INSTALLATION AND SHALL CAUSE PERIODIC INSPECTIONS TO BE MADE ON SUCH CONVEYANCES AS REQUIRED IN THIS SECTION. 3011.2 PERIODIC INSPECTIONS AND TEST. ROUTINE AND PERIODIC INSPECTIONS AND TESTS SHALL BE MADE AS REQUIRED BY PART X OF ASME A17.1. 3011.3 ALTERATIONS, REPAIRS AND MAINTENANCE. ALTERNATIONS, REPAIRS, AND MAINTENANCE SHALL BE MADE AS REQUIRED BY PART XII OF ASME A17.1. 3011.4 INSPECTION COSTS. ALL COST OF SUCH INSPECTIONS AND TEST SHALL BE PAID BY THE OWNER. 3011.5 INSPECTION REPORTS. AFTER EACH REQUIRED INSPECTION, A FULL AND CORRECT REPORT OF SUCH INSPECTION SHALL BE FILED WITH THE BUILDING OFFICIAL. SECTION 3012 UNSAFE CONDITIONS 3012.1 UNSAFE CONDITIONS. WHEN AN INSPECTION REVEALS AN UNSAFE CONDITION OF AN ELEVATOR, DUMBWAITER, ESCALATOR OR MOVING WALK, THE INSPECTOR SHALL IMMEDIATELY FILE WITH THE OWNER AND THE BUILDING OFFICIAL A FULL AND TRUE REPORT OF SUCH INSPECTION AND SUCH UNSAFE CONDITION. IF THE BUILDING OFFICIAL FINDS THAT AN UNSAFE CONDITION ENDANGERS HUMAN LIFE, THE BUILDING OFFICIAL SHALL CAUSE TO BE PLACED ON SUCH ELEVATOR, DUMBWAITER, ESCALATOR OR MOVING WALK, IN A CONSPICUOUS PLACE, A NOTICE STATING THAT CONVEYANCE IS UNSAFE. THE OWNER SHALL SEE TO IT THAT SUCH NOTICE OF UNSAFE CONDITION IS LEGIBLY MAINTAINED WHERE PLACED BY THE BUILDING OFFICIAL. THE BUILDING OFFICIAL SHALL ALSO ISSUE AN ORDER IN WRITING TO THE OWNER REQUIRING THE REPAIRS OR ALTERATIONS TO BE MADE TO SUCH CONVEYANCE THAT ARE NECESSARY TO RENDER IT SAFE AND MAY ORDER THE OPERATION THEREOF DISCONTINUED UNTIL THE REPAIRS OR ALTERATIONS ARE MADE OR THE UNSAFE CONDITIONS ARE REMOVED. A POSTED NOTICE OF UNSAFE CONDITIONS SHALL BE REMOVED ONLY BY THE BUILDING OFFICIAL WHEN SATISFIED THAT THE UNSAFE CONDITIONS HAVE BEEN CORRECTED. (75) Section 3109.3 is amended by adding an exception to read as follows: 3109.3 Public swimming pools. Public swimming pools shall be completely enclosed by a fence at least 4 feet (1,290 mm) in height or a screen enclosure. Openings in the fence shall not permit the passage of a four-inch-diameter (102 mm) sphere. The fence or screen enclosure shall be equipped with self-closing and self-latching gates. EXCEPTION: A SWIMMING POOL WITH A POWER SAFETY COVER OR A SPA WITH A SAFETY COVER COMPLYING WITH ASTM F 1346. (76) Section 3309 is amended to read as follows: [F] 3309.1 Where required. All structures under construction, alteration or demolition shall be provided with not less than one approved portable fire extinguishers+4 eggnrrlenge w0th Cegtinn 906 ;;Ad 607or! fnr not loco thin nrrlinery hazard ac fnllnws- AS REQUIRED BY THE FIRE DEPARTMENT. 1. At each stairway on all floor levels where combustible materials have accumulated. 2. In every storage and construction shed. 3. Additional portable fire extinguishers shall be provided where special hazards exist, such as the storage and use of flammable and combustible liquids. (77) Section 3311.1 is amended to read as follows: [F] 3311.1 Where required. In buildings required to have standpipes by Section 905.3.1, AS REQUIRED BY THE FIRE DEPARTMENT. Gt IE-1s6 th; e-tand. i. the pregress eff ere thap 4 0 Teet (12 192 mm) in height abeye Oho le�.A.gest level ef fore depart.m.ept vehir--le R-HGh standpipe shall be previded with highest PGONt gf gg NCtrl IgtiGR having cegl Irerl d;9GkiNg gr fIGGFOPg (78) Section 3311.2 is amended to read as follows: [F] 3311.2 Buildings being demolished. Where a building is being demolished and a standpipe exists within such a building, such standpipe shall be maintained in an operable condition so as to be available for use by the fire department. Such standpipe shall be demolished with the building but shall not be demolished more than one floor below the floor being demolished OR AS APPROVED BY THE FIRE DEPARTMENT. (79) Section 3311.4 is amended to read as follows: 3311.4 Water supply. Water supply for fire protection, either temporary or permanent, shall be made available as soon as combustible material accumulates OR AS REQUIRED BY THE FIRE DEPARTMENT. (80) Section 3401.3 is amended to read as follows: 3401.3 Compliance. Alterations, repairs, additions and changes of occupancy to existing structures shall comply with the provisions for alterations, repairs, buildings and additions and changes of occupancy in the 1P*94p°*i°p°' 44:9 r'°`•'° International Fuel Gas Code, International Mechanical Code, International Plumbing Code, Or li Ay--r ra'ii'-rtap I Rflwaf° Sewage i&pG ai ('`nrl° International Residential Code and NFPA 70. (81) Section 3401.5 is repealed in its entirety. 4401 5 /�14nrn�4i�in nompliannn \A/nrk n°rfnrrn°r! in �nnnr`!°nce with the International VTV I.V T•[IiV111R i1YV VVIIIp11R11VV. OOGIII�GI IGIIIIGG 111 GGGGIGG (82) Section 3403.2 is repealed in its entirety. 3403 2 Finnd :areal; FAr h,Iil`•liRgs and at n� ��n fln a;zRrdareas ` eSinn r°nI Iir°rn°n4c fnr n°Ini nnnc4n In4inn (83) Section 3404.2 is repealed in its entirety. 4 2 F 340ined hazard :are'al;. r hI IiI`•!inns and fleed ha;zRrra-areas 1612.3, aRy a4e.r-atip—p that eXiStg +es#NGt6lre, as defined IOp SertGn 1612.2, ar° nn+ r°nI Tired +n nnrnnly With flGGd ` eSinn r°nI Iir°rn°n4c fnr n°Ini nnnc4rl In4inn (84) Section 3409.2 is repealed in its entirety. cQ n 16-12.3, where the werk nrepesedG°GR6tit�tP-' 9-31-119-rvtaRtial ii-m�rvveq�e�t a� d•ei-hn-red i s�+ n 1 F1'� '� the hi 1il`•linn shall be hrni inht into nmmplianno With Con4inn 0 ExGeption• Wicfnrin that are:. of I-lic4nrin Dl�nor 0 DetermiRed by the SeGretary of the U.S.C DePa;Ftmont of IntEaY1nY a;s nnntrihi 1tinn to rlotormiRed to ni ialify as an hic4nrin distrint• nr 0 (85) Section 3412.2 is amended to read as follows: 3412.2 Applicability. Structures existing prior to M^TC TQ DC InICCDTCI•l DV THE 1971 Wete, it is ronnmmon`•ed- that this date nninnirlo with the offont049 rlato of hi iil`•linn nnrlos Within the ii iris`•li`+tinnin which there is work involving additions, alterations or changes of occupancy. shall be made to comply with the requirements of this section or the provisions of Sections 3403 through 3409. The provisions in Sections 3412.2.1 through 3412.2.5 shall apply to existing occupancies that will continue to be, or are proposed to be, in Groups A, B, E, F, M, R, S and U. These provisions shall not apply to buildings with occupancies in Group H or I. (86) Section 3412.2.4.1 is repealed in . itt s entirety.ntirety. 3412 2 A C I i h srreas F7Tevt n h� gS y I v cated aflvna-rtu rd-areas Serten 1 v 1 2.3�Tth e a lcef-9 6G.P s-ar d epa i FS GG R IS tit-ItEa 61-1urvta p taT rmmplianno With the roni iiromonts fnr noPni nnnstn intinn fnr flnn`•! (87) Section 3412.3.2 is repealed in its entirety. 3412 Z 2 f ompliannn with nth .r ncl; iil`•liRgS that are ev°l�ted in ;;nnnr`•l;;nno shall GGMPly With the interpatippal Fine Qpde ;;Ad 1ptef:patippai pr-Gpeity A/hinton�nno ('`nrlo (88) Section 3412.4 is amended to read as follows: 3412.4 Investigation and evaluation. For proposed work covered by this section, the building owner shall cause the existing building to be investigated and evaluated in accordance with the provisions of this section BY A DESIGN PROFESSIONAL LICENSED TO PRACTICE IN THE STATE OF COLORADO. EXCEPTION: GROUP R, DIVISION 3 AND GROUP U OCCUPANCIES. (89) Section 3412.6 is amended to read as follows: 3412.6 Evaluation process. THE BUILDING OWNER SHALL CAUSE THE EXISTING BUILDING TO BE EVALUATED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION BY A DESIGN PROFESSIONAL LICENSED TO PRACTICE IN THE STATE OF COLORADO. The evaluation process specified herein shall be followed in its entirety to evaluate existing buildings. Table 3412.7 shall be utilized for tabulating the results of the evaluation. References to other sections of this Code indicate that compliance with those sections is required in order to gain credit in the evaluation herein outlined. In applying this section to a building with mixed occupancies, where the separation between the mixed occupancies does not qualify for any category indicated in Section 3412.6.16, the score for each occupancy shall be determined and the lower score determined for each section of the evaluation process shall apply to the entire building. Where the separation between the mixed occupancies qualifies for any category indicated in Section 3412.6.16, the score for each occupancy shall apply to each portion of the building based on the occupancy of the space. EXCEPTION: GROUP R, DIVISION 3 AND GROUP U OCCUPANCIES. AMENDMENTS TO THE INTERNATIONAL RESIDENTIAL CODE (b) The following sections of the International Residential Code, adopted by reference in Section 18-1-10 of this Article, is hereby amended as follows: (1) Section R101.1 is amended to read as follows: R101.1 Title. These provisions shall be known as the Residential Code for One- and Two-family Dwellings of the Town of Fraser, and shall be cited as such and will be referred to herein as "this Code." (2) Section R102.7 is amended to read as follows: R102.7 Existing structures. The legal occupancy of any structure existing on the date of adoption of this Code shall be permitted to continue without change, except as is specifically covered in this Code, the Ornnorhi h4aintepanno QGG19 nr the International Fire Code, or as is deemed necessary by the building official for the general safety and welfare of the occupants and the public. (3) Section R103.2 is amended to read as follows: R103.2 ^p"e"ntmeFA BUILDING OFFICIAL. SEE PARAGRAPH 18-1-30(a)(5) OF THE FRASER MUNICIPAL CODE. (4) Section R103.3 is amended to read as follows: R103.3 Deputies. SEE PARAGRAPH 18-1-30(A)(6) OF THE FRASER MUNICIPAL CODE. (5) Section R104.8 is amended to read as follows: R104.8 Liability. SEE PARAGRAPH 18-1-30(a)(8) OF THE FRASER MUNICIPAL CODE. (6) Section R105.2 is amended to read as follows: R105.2 Work exempt from permit. Permits shall not be required for the following. Exemption from the permit requirements of this Code shall not be deemed to grant authorization for any work to be done in any manner in violation of the provisions of this Code or any other laws or ordinances of this jurisdiction. Building: 1. One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided that the floor area does not exceed 2-98 120 square feet (19.59-m ). 2. Fences not over 6 feet (1,829 mm) high. 3. Retaining walls which are not over 4 feet (1,219 mm) in height measured from the bottom of the footing to the top of the wall, unless supporting a surcharge. 4. Water tanks supported directly upon grade if the capacity does not exceed 5,000 gallons (18,927 L) and the ratio of height to diameter or width does not exceed 2 to 1. 5. cif°,^,°'U� enrl Sri„°,^,°„� PLATFORMS, WALKS AND DRIVEWAYS AT GRADE AND WHICH ARE NOT PART OF AN ACCESSIBLE ROUTE. 6. Painting, papering, tiling, carpeting, cabinets, countertops and similar finish work. 7. Prefabricated swimming pools that are less than 24 inches (610 mm) deep. 8. Swings and other playground equipment. 9. Window awnings supported by an exterior wall which do not project more than 54 inches (1,372 mm) from the exterior wall and do not require additional support. 10. n°°Us; nn+ evn°erline inn cei i re f°°+ (1 9.59m- '2) in area that are nn+ mere than 20 ipr.hes abeve grade at aR y PGOR+0 ry ere e+ e++enhelJ +e a dwell g Pet de e+ serve the exit deer reel aired by c°,.+ien Q21 1.^AGRICULTURAL BUILDINGS AS DEFINED HEREIN. (7) Section R105.5 is amended to read as follows: R105.5 Expiration. EVERY PERMIT ISSUED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THIS CODE SHALL EXPIRE 24 MONTHS AFTER THE DATE OF ISSUE. Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The building official is authorized to grant, in writing, one ewe extention of time, for A periods OF not more than 180 days. ear# The extension shall be requested in writing and justifiable cause demonstrated. (8) Section R106.1 is amended by adding new sections to read: R106.1.4 PROOF OF WATER AND SEWER. THE APPLICANT SHALL PROVIDE DOCUMENTATION FROM THE WATER AND SANITATION DISTRICT OF AN APPROVED WATER AND SEWER UTILITY PLAN WHICH MAY INCLUDE PAYING THE REQUIRED WATER AND SEWER TAP FEES. R106.1.5 EMERGENCY SERVICES IMPACT FEE. A DEVELOPER REQUESTING APPROVAL OF A DEVELOPMENT ACTIVITY REQUIRING ADDITIONAL EMERGENCY SERVICES SHALL PAY THE IMPACT FEE TO THE EMERGENCY SERVICES PROVIDED PRIOR TO ANY ISSUANCE OF A BUILDING PERMIT BY THE TOWN. SEE SECTION 18-6-30. (9) Section R106.3 is amended by adding a new subsection 106.3.1 and 106.3.1.2 to read as follows: R106.3.1 REQUIRED APPROVALS. THE APPLICATION AND DOCUMENTS FOR A PERMIT SHALL BE REVIEWED AND APPROVED BY THE DEPARTMENT OF ENGINEERING AND THE DEPARTMENT OF PLANNING AND ZONING FOR COMPLIANCE WITH TOWN ORDINANCES. R106.3.1.2 SURVEY REQUIREMENTS. AN IMPROVEMENT LOCATION CERTIFICATE (ILC) SHALL BE REQUIRED FOR ALL NEW FOUNDATIONS WITHIN THE TOWN OF FRASER. THE ILC SHALL BE SUBMITTED TO THE TOWN OF FRASER FOR REVIEW AND APPROVAL PRIOR TO REQUESTING A ROUGH FRAMING INSPECTION BY THE BUILDING DEPARTMENT. (10) Section R106.3.3 is amended to read as follows: R106.3.3 Phased approval. The building official SHALL NOT ISSUE A PERMIT UNTIL THE CONSTRUCTION DOCUMENTS FOR THE WHOLE BUILDING OR STRUCTURE HAVE BEEN SUBMITTED AND APPROVED. hofnro +ho nnnc+n in+inn dQP4v4941; fnr+ho �AghA'e hi 1ildiRg nr c+n in+i iro h� io Noon s6ibrnitted, previded that adeqHate ;-;Ad- detailed- state.m.ept's have beep fil f4P_,_,Ad;;tiA_.A er ether parts ef a GF 6#61Gt4e shall PFE)GEBEad- ;-;t thEa i ill be gFaRte4d (11) Section R108.2 is amended to read as follows: R108.2 Schedule of permit fees. On buildings, structures, °I�al, gas, mechanical and plumbing systems or alterations requiring a permit, a fee for each permit shall be paid as required, in accordance with the Wined-UIeas esta ;ed by the appliGable gGVerniRg a i+herity APPENDICES B AND C OF THE FRASER MUNICIPAL CODE. (12) Section R108.5 is amended to read as follows: R108.5 Refunds. The building official is authorized to establish a refund policy. THE BUILDING OFFICIAL MAY AUTHORIZE REFUNDING OF NOT MORE THAN 80 PERCENT OF THE PERMIT FEE PAID WHEN NO WORK HAS BEEN DONE UNDER A PERMIT ISSUED IN ACCORDANCE WITH THIS CODE. THE DEPOSIT PAID FOR A PERMIT APPLICATION IS NONREFUNDABLE. THE BUILDING OFFICIAL SHALL NOT AUTHORIZE REFUNDING OF ANY FEE PAID EXCEPT ON WRITTEN APPLICATION FILED BY THE ORIGINAL PERMITTEE NOT LATER THAN 180 DAYS AFTER THE DATE OF FEE PAYMENT. (13) Section R108.6 is amended by adding a new subsection to read as follows: R108.6 Work commencing before permit issuance. Any person who commences work requiring a permit on a building, structure, electrical, gas, mechanical or plumbing system before obtaining the necessary permits shall be subject to a fee established by the applicable governing authority that shall be in addition to the required permit fees. THE INVESTIGATION FEE SHALL BE AS SET FORTH IN APPENDIX B OF THE FRASER MUNICIPAL CODE. (14) Section 109.1.3 is repealed in its entirety. 8109 1 Z Cloodplain inspeGtioTns FAF rL�te fleediRg as `•Inns imon4�4inn prepared ten`•! coaled by a registered desilvn n-Gf ssinna/ of Oho 0 0 ele .R4il,r, r,f 4ho 19-V eSt fIGGF 0 iRGI nf 0 1diRg a&9R90 Fe9 l•!Tiro OR Seetie.p D222 (15) Section R109 is amended by adding a two new subsection to read as follows: R109.5 REINSPECTIONS. A REINSPECTION FEE, IN AN AMOUNT PER APPENDIX B OF THE FRASER MUNICIPAL CODE, MAY BE ASSESSED FOR EACH INSPECTION OR REINSPECTION WHEN SUCH PORTION OF WORK FOR WHICH INSPECTION IS CALLED IS NOT COMPLETE OR WHEN CORRECTIONS CALLED FOR ARE NOT MADE. REINSPECTION FEES MAY BE ASSESSED WHEN THE INSPECTION RECORD CARD IS NOT POSTED OR OTHERWISE AVAILABLE ON THE WORK SITE, THE APPROVED PLANS ARE NOT READILY AVAILABLE TO THE INSPECTOR, FOR FAILING TO PROVIDE ACCESS ON THE DATE FOR WHICH THE INSPECTION IS REQUESTED, OR DEVIATING FROM THE APPROVED PLANS. IN INSTANCES WHERE REINSPECTION FEES HAVE BEEN ASSESSED, NO ADDITIONAL INSPECTION OF THE WORK WILL BE PERFORMED UNTIL THE REINSPECTION FEES HAVE BEEN RECEIVED BY THE BUILDING DEPARTMENT. 109.5.1 USE TAX REQUIREMENTS. SEE SECTION 4-3-20. (16) Section R110.1 is amended by adding an additional exception to read as follows: R110.1 Use and Occupancy. No building or structure shall be used or occupied, and no change in the existing occupancy classification of a building or structure or portion thereof shall be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of this Code or of other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this Code or other ordinances of the jurisdiction shall not be valid. Exceptions 1. Certificates of occupancy are not required for work exempt from permits under Section R105.2. 2. Accessory buildings of structures. 3. Group U Occupancy. (17) Section R112.1 is amended to read as follows: R112.1 General. In order to hear and decide appeals of orders, decisions or determinations made by the building official OR FIRE CODE OFFICIAL relative to the application and interpretation of this Code, there shall be and is hereby created a-bear4 �THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS ESTABLISHED IN PARAGRAPH 18-1-30(21) OF THE MUNICIPAL CODE OF FRASER. The building official OR FIRE CODE OFFICIAL shall be an ex officio member of said board but shall have no vote on any matter before the board. The board of appeals shall be appointed by the governing body and shall hold office at its pleasure. The board shall adopt rules of procedure for conducting its business, and shall render all decisions and findings in writing to the appellant with a duplicate copy to the building official OR FIRE CODE OFFICIAL. A NOTICE OF APPEAL SHALL BE ACCOMPANIED BY A FEE OF $250.00. (18) Section R112.2.1 is repealed in its entirety. R!121 A DeArKnahon of substantial improvement in areas prone 4n fl��iliniv anneals shall determine Whether Oho Vb ie of the nronoce`•1 we* nonctiti iteS � I., y , TehamriTtatiGR,r addi n, er imr�r��i�}� of a hi 1ildiRg Gr 6t64nt6i-o' the GGG �f nih inh repair wE)Fk Performer! The term does not innli irle- l II-- nroe�eMeW f a hi iilr!inn or rrtr�ct re FegUifed te��e? eASIP�TeaTki-I, the RM NI�ReGessaFy to ass Ire Cafe IiViR Y /+P RditiGRG Rot Prenli & the GeNNUed rleSigRation as an hictnrin hi 1ilrliRg or Stn Intl ire (19) Section R112.2.2 is repealedin its entirety. D11' Criteria for Tssuanne of a Marianne for areas prone to flooding. A varia c Shall he QSi led eRly r. i iPe 4 9311E)Win Gf A-d- ;-;Ad Gal se that the i mini io th;k GGnfini ire�n nr t nhy of the site render the eleyiatinn c+enrlerrls in Sri � rrrtgara rrvr�rr�cr crcc�cncrc� crr�. cry-crcrorracaiTaarcrc-err /Con+inn R322 inannrnnriate �c�2terrx ;�t+errt at iI11re to grant-trh ,, re aria;n ,e,ni iIr! eXG P RaT hardship by rendering the /n+ i inrleyelepable froi ir! nn nr Vir--ti iZ.At+8rR Gf the nr gnnflig iith exTrrtiRg lg°vcari ws G)F i n rnAFd7 ngeC / uma-rrccr. 4 tt�eterl irat+6rnrth;;t-trh;1 v° cep the m-'nimn,MI IM RAGeSsary to aff-a feed reliei, GGRSO 'lering the flnnr! he;zerd +he design flnnr! elei�+inn enr! +he elei�+inn +n nihigh +he hi iilrling is +n ho hi iil+ 0 desigR flggr! !'RGFeases ricks +e life and PFE)PeFty. (20) Section R202 is amended by adding the following definitions within the alphabetical order of the existing definitions: ACCESSORY BUILDING OR STRUCTURE. A BUILDING OR STRUCTURE ON THE SAME LOT WITH THE BUILDING OR STRUCTURE HOUSING THE PRINCIPAL USE, BUT HOUSING A USE CUSTOMARILY INCIDENTAL AND SUBORDINATE TO THE PRINCIPAL USE. AGRICULTURAL BUILDING. A STRUCTURE LOCATED ON REAL PROPERTY CLASSIFIED AS AGRICULTURE BY THE GRAND COUNTY ASSESSOR THAT IS DESIGNED, CONSTRUCTED AND USED TO HOUSE FARM IMPLEMENTS, HAY, GRAIN, POULTRY, LIVESTOCK OR OTHER HORTICULTURAL PRODUCTS. THIS STRUCTURE SHALL NOT BE A PLACE OF HUMAN HABITATION OR A PLACE OF EMPLOYMENT WHERE AGRICULTURAL PRODUCTS ARE PROCESSED, TREATED OR PACKAGED, NOR SHALL IT BE A PLACE USED BY THE PUBLIC. BEDROOM. A ROOM WHICH IS DESIGNED AS A SLEEPING ROOM, A LOFT, A MEZZANINE IN GROUP R OCCUPANCIES OR A ROOM OR AREA THAT CAN BE USED AS A SLEEPING ROOM AND CONTAINS A CLOSET. DWELLING UNIT, ACCESSORY. ONE (1) OR MORE ROOMS IN A DWELLING DESIGNED FOR OCCUPANCY BY ONE (1) FAMILY FOR LIVING PURPOSES, INCIDENTAL AND SUBORDINATE IN SIZE AND CHARACTER TO THE PRIMARY RESIDENCE AND HAVING NOT MORE THAN ONE (1) KITCHEN. ACCESSORY DWELLING UNITS SHALL CONTAIN AT LEAST TWO HUNDRED (200) SQUARE FEET OF HABITABLE FLOOR AREA. FACTORY BUILT BUILDING. A BUILDING WHICH IS ASSEMBLED IN A FACILITY THAT HAS BEEN APPROVED BY THE STATE OF COLORADO, BUILT TO THE BUILDING, PLUMBING AND MECHANICAL CODES AS ADOPTED BY THE COLORADO DIVISION OF HOUSING, WITH THE WORK PERFORMED AT THE FACILITY INSPECTED BY AND BEARING THE COLORADO DIVISION OF HOUSING IDENTIFICATION LABEL. FIRE DEPARTMENT. THE CHIEF OFFICER OF EAST GRAND, GRANBY, GRAND FIRE PROTECTION DISTRICT, GRAND LAKE, HOT SULPHUR SPRINGS, AND KREMMLING FIRE PROTECTION DISTRICTS, OR THE CHIEF OFFICER'S AUTHORIZED REPRESENTATIVE. BUILDING HEIGHT. THE VERTICAL DISTANCE ABOVE A REFERENCE DATUM MEASURED TO THE HIGHEST POINT OF THE STRUCTURE. THE REFERENCE DATUM SHALL BE SELECTED BY EITHER OF THE FOLLOWING, WHICHEVER YIELDS A GREATER HEIGHT OF BUILDING: A. THE ELEVATION OF THE HIGHEST ADJOINING SIDEWALK OR GROUND SURFACE WITHIN A FIVE-FOOT HORIZONTAL DISTANCE OF THE EXTERIOR WALL OF THE BUILDING WHEN SUCH SIDEWALK OR GROUND SURFACE IS NOT MORE THAN FIVE (5) FEET ABOVE LOWEST GRADE. B. AN ELEVATION FIVE (5) FEET HIGHER THAN THE LOWEST GRADE WHEN THE SIDEWALK OR GROUND SURFACE DESCRIBED IN SUBPARAGRAPH A. ABOVE IS MORE THAN FIVE (5) FEET ABOVE THE LOWEST GRADE. C. THE HEIGHT OF A STEPPED OR TERRACED BUILDING IS THE MAXIMUM HEIGHT OF ANY SEGMENT OF THE BUILDING. KITCHEN. Anarea used, or designated to be used, for the preparation of food. A ROOM OR AREA THAT IS DESIGNATED TO BE USED FOR THE PREPARATION OF FOOD WHICH CONTAINS MORE THAN ONE STANDARD SIZE KITCHEN APPLIANCE OR FIXTURE. MANUFACTURED HOME. A SINGLE-FAMILY DWELLING WHICH IS PARTIALLY OR ENTIRELY ASSEMBLED IN A FACTORY, IS NOT LESS THAN TWENTY-FOUR FEET IN WIDTH AND THIRTY-SIX FEET IN LENGTH, IS INSTALLED ON AN ENGINEERED, PERMANENT FOUNDATION, HAS A BRICK, WOOD OR COSMETICALLY EQUIVALENT EXTERIOR AND A PITCHED ROOF, IS CERTIFIED PURSUANT TO THE "NATIONAL MANUFACTURED HOUSING CONSTRUCTION AND SAFETY STANDARDS ACT OF 1974", 42 U.S.C. 5401 ET SEQ., AS AMENDED, AND BEARING THE H.U.D. IDENTIFICATION LABEL. INSTALLED AND SET UP AS REQUIRED IN THE SET UP MANUAL SUPPLIED WITH THE MANUFACTURED HOME. (21) Table R301.2 (1) is amended to read as follows: Table R301.2 (1) Roof Snow Load 9,000 FEET ABOVE SEA LEVEL IS 98 POUNDS PER SQUARE FOOT 9,250 FEET ABOVE SEA LEVEL IS 105 POUNDS PER SQUARE FOOT 9,500 FEET ABOVE SEA LEVEL IS 113 POUNDS PER SQUARE FOOT 9,750 FEET ABOVE SEA LEVEL IS 120 POUNDS PER SQUARE FOOT 10,000 FEET ABOVE SEA LEVEL IS 128 POUNDS PER SQUARE FOOT 10,250 FEET ABOVE SEA LEVEL IS 136 POUNDS PER SQUARE FOOT 10,500 FEET ABOVE SEA LEVEL IS 145 POUNDS PER SQUARE FOOT 10,750 FEET ABOVE SEA LEVEL IS 154 POUNDS PER SQUARE FOOT WIND IS NINETY (90) MILES PER HOUR SEISMIC DESIGN CATEGORY IS "B" WEATHERING PROBABILITY FOR CONCRETE IS SEVERE FROST LINE DEPTH IS THIRTY (30) INCHES TERMITE INFESTATION PROBABILITY NONE TO SLIGHT DECAY PROBABILITY IS NONE TO SLIGHT WINTER DESIGN TEMPERATURE IS -16 DEGREES FAHRENHEIT FLOOD HAZARDS, SEE FLOOD INSURANCE REFERENCE MAP (22) Table R301.5 is amended to read as follows: Table R301.5 Balconies (exterior) and deckse 4060 Sleeping rooms 3040 FOOTNOTE E. UNCOVERED DECKS AND BALCONIES SHALL BE DESIGNED TO A UNIFORMLY DISTRIBUTED LIVE LOAD OF 60 LBS. PER SQUARE FOOT OR THE DESIGN SNOW LOAD. WHICHEVER IS GREATER. (23) Section R302.3 is amended to read as follows: R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and/or floor assemblies having not less than a 2-HOUR fire-resistance rating when tested in accordance with ASTM E 119 or UL 263. Fire- resistance-rated floor-ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. Exceptions: 4. 4 firo_rocic4;;nno ro4inn of 1/_ hni it shall be permitted- in hi iilrlinnc oni iinnorl 4hrni inhni i4 nii4h �n a i4nma4in Sprinkler SyStem with nICD4 12 21. 1. Wall assemblies need not extend through attic spaces when the ceiling is protected by not less than 5/8-inch (15.9 mm) Type X gypsum board and an attic draft stop constructed as specified in Section R302.12.1 is provided above and along the wall assembly separating the dwellings. The structural framing supporting the ceiling shall also be protected by not less than '/2-inch (12.7 mm) gypsum board or equivalent. (24) Section R305.1 is amended to read as follows: R305.1 Minimum height. Habitable space, hallways, bathrooms, toilet rooms, laundry rooms and PGFt+GRG#UNFINISHED basements GG)Rtain„mg-these she: shall have a ceiling height of not less than 7 feet (2134). THE REQUIRED HEIGHT SHALL BE MEASURED FROM THE FINISHED FLOOR TO THE LOWEST PROJECTION FROM THE CEILING. Exceptions: 1. For rooms with sloped ceilings, at least 50 percent of the required floor area of the room must have a ceiling height of at least 7 feet (2,134 mm) and no portion of the required floor area may have a ceiling height of less than 5 feet (1,524 mm). 2. Bathrooms shall have a minimum ceiling height of 6 feet 8 inches (2,032 mm) at the center of the front clearance area for fixtures as shown in Figure R307.1. The ceiling height above fixtures shall be such that the fixture is capable of being used for its intended purpose. A shower or tub equipped with a showerhead shall have a minimum ceiling height of 6 feet 8 inches (2,032 mm) above a minimum area 30 inches (762 mm) by 30 inches (762 mm) at the showerhead. (25) Section R305.1.1 is repealed in its entirety. 8305 I I Ra r r f his a rye erg r, 14;;W /e &Pane . se�e��s. t+ens�-oT,�e�e�ts ��-s�taa� , hallways, bathreems, teilet ree.m.s .;;Rd la6lRdFy FG-G.M.'s have a GeiliRg height ef Ret loss thin 6 foot Q inches ( 932 mm). ExGeption.• oea ma, ni1raera, d aIn+a nl r n+her May PReeGt t8 within d feet4 inches (19'21 mm) of+he finisher! flnnr (26) Section R306 is amended by adding a new subsection to read as follows: R306.5 Sanitation at construction sites. TOILET FACILITIES SHALL BE PROVIDED FOR CONSTRUCTION WORKERS, AND SUCH FACILITIES SHALL BE CONVENIENTLY LOCATED AND MAINTAINED IN A SANITARY CONDITION. THE FACILITIES SHALL BE AVAILABLE FROM THE TIME THE FIRST WORK IS STARTED UNTIL THE LETTER OF OCCUPANCY OR CERTIFICATE OF OCCUPANCY IS ISSUED. (27) Section R309.3 is repealed in its entirety. D4A� Z Cl��r! his r �eaS r hl lilrlinn��n�ate� in flnn`! hrtA r r asast....IT�� by Table 391.2(i), `r heree floors shall bp- i R;w t;ld to nr ;;hAy;1 the design flnnr! R2'� P 1 9-GatGd- h-E-119—Y.4 the�� fll A-A- t'mCF�A R "'i'r-p evicted they are 7t9r abGVe gr-a le err at IP-als t�Te f .s!'ide,, I iced selely fnr parking, hl IlldiRg aGGe SS,c er sterage, meet the rent lirements of Sentinn R222 ;nd are nthenniise nnns+n In+e r! in ar•r•nrrlanr•e eii+h This Gede (28) Section R310.1 is amended to read as follows: R310.1 Emergency escape and rescue required. Basements, habitable attics and every sleeping room, LOFT, MEZZANINE IN GROUP R OCCUPANCIES, OR A ROOM OR AREA THAT CAN BE USED AS A SLEEPING ROOM AND CONTAINS A CLOSET shall have at least one operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room. Where emergency escape and rescue openings are provided, they shall have a sill height of not more than 44 inches (1,118 mm) above the floor. Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section R310.3. The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well in accordance with Section R310.2. Emergency escape and rescue openings shall open directly into a public way or to a yard or court that opens to a public way. (29) Section R311.7.4.3 is amended to read as follows: R311.7.4.3 Profile. The radius of curvature at the noising shall be no greater than 9/16 inch (14 mm). A nosing not less than 3/4 inch (19 mm) but not more than 1 '/4 inches (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of floors and landings. Beveling of nosing shall not exceed '/2 inch (12.7 mm). Risers shall be vertical or sloped under the tread above from the underside of the nosing above at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted, prn„ided that the npeninn hebnieen treads Apes net permit the passage of a 4 innh (192 mm) diameter sphere Exceptions: 1. A nosing is not required where the tread depth is a minimum of 11 inches (279 mm). 2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm) or less. (30) Section R313.2 is repealed in its entirety: 8313 2 Onn_:and Wfe_f mily dwellings automatiG fire SyStemq C{. EiTAr-tiVe jaRHaFy 1 2011, aR a6ite—m—atir-- FP-GideRtial fore spFiRkler system shall bea Wge- 0 family rliniellinlvs ad-d-46P—P.8 er a.1-tera-4p—P.8 te existi Rg 1961i Idi RgS that are Pet already previded with ;;A c'rcrt� atlGTCSI{�e�tl�l fire sprir�Ller s istem (31) Section R313.2.1 is repealed in its entirety: designer! aAd- installer! in annnrrlaArue niith Qentinn P290/. nr n'CD4 12D (32) Section R322 is repealed in its entirety. Cen4inn 8322 CI ! OD-RCCICTANIT CONICTRIICTIONI M. M (33) Section R403.1 is amended to read as follows: R403.1 General. All exterior walls shall be supported on continuous solid or fully grouted masonry or concrete footings, crushed stone footings, wood foundations or other approved structural systems which shall be of sufficient design to accommodate all loads according to Section R301 and to transmit the resulting loads to the soil within the limitations as determined from the character of the soil. Footings shall be supported on undisturbed natural soils or engineered fill. Concrete footing shall be designed and constructed in accordance with the provisions of Section R403 or in accordance with ACI 332. EXCEPT WHERE ERECTED ON SOLID ROCK OR OTHERWISE PROTECTED FROM FROST, FOUNDATION WALLS, PIERS AND OTHER PERMANENT SUPPORTS OF BUILDINGS AND STRUCTURES LARGER THAN 120 SQUARE FEET IN AREA OR 10 FEET IN HEIGHT SHALL EXTEND TO AT LEAST 30 INCHES BELOW FINISHED GRADE, AND SPREAD FOOTINGS OF 8 INCHES THICK X 16 INCHES WIDE MINIMUM SIZE SHALL BE PROVIDED TO PROPERLY DISTRIBUTE THE LOAD WITHIN THE ALLOWABLE LOAD-BEARING VALUE OF THE SOIL. ALTERNATIVELY, SUCH STRUCTURES SHALL BE SUPPORTED ON PILES WHERE SOLID EARTH OR ROCK IS NOT AVAILABLE. FOOTINGS SHALL NOT BEAR ON FROZEN SOILS. CONCRETE FOOTINGS SHALL INCLUDE A MINIMUM OF TWO #4 REINFORCEMENT BARS TO BE TIED CONTINUOUSLY AND SPACED A MINIMUM OF TWO INCHES FROM THE GROUND AND EQUALLY WITHIN THE FOOTING. FOOTINGS SHALL BE SO DESIGNED THAT THE ALLOWABLE BEARING CAPACITY OF THE SOIL IS NOT EXCEEDED AND THAT DIFFERENTIAL SETTLEMENT IS MINIMIZED. THE MINIMUM WIDTH OF FOOTINGS SHALL BE 16 INCHES. EXCEPTION: UNLESS DESIGNED AND STAMPED BY AN ENGINEER. (34) Section R403.1.1 is amended to read as follows: R403.1.1 Minimum size. Minima rr, siZec f49 `+n MA Gre+e enrl m�SE)RFy fnn+i nnc chAll he 7Q set forth ir, T.;hle R40-2-4 and Fig ire R403 4(1) The feetiRg Width, \ / Sh.u;I ho er t Iner!_h�rinn deli ie of ti�il in ennnrrlenne nii+m Tehle R�n� Spread footings shall beat least ra 8 inches (152 mm) in thickness. T. Footing projections, P, shall beat least 2 inches (51 mm)and shall not exceed the thickness of the footing. The size A cnil nressHre in e`+`+nrrlen`+e yen+h Tehle R4QI .I.1. Footings for wood foundations shall be in accordance with the details set forth in Section R403.2, and Figures R403.1(2) and R403.1(3). (35) Section R408.7 is repealed in its entirety. R408 m7 Flood resins ne Fer b (midi RgS IGf+7Ced�reacc r+.7"PFe Te.. to flee�rvediRg as ec+ehlicher! in Tahle 82-91 2(1)• GCS l e 49AGIA- n the i IRder_fl�� aGe shall he nreyirl� Agith fleed nneRinn& SHE � shall be �--ot� � in ennnrrlenne �nii+h Qen+inn F-h P- fiRiShed `rFE)HAd level of the Hnd!er-flleer spaGe-shall shall be - AP;'vc th;;A A14930 finiGhed nrn Te�/elA_Arat1e� _..- Exception, 1 RdeF_flnnr spaGeS that moot the ro`vi iiromontc of FEW WR 4 TR 11_1 (36) Section R502.11 is amended to read as follows: R502.11.1 Design. Wood trusses shall be designed in accordance with approved engineering practice. The design and manufacture of metal plate connected wood trusses shall comply with ANSI/TPI 1. The design drawings shall be prepared by a registered professional where required by the statutes of the jurisdiction in which the project is to be constructed in accordance with Section R106.1. THE USE OF LOAD DURATION FACTORS FOR SNOW LOAD OR SLOPE OF ROOF SHALL BE PROHIBITED. (37) Section R602 is amended by adding two (2) new exceptions to read as follows: R602.2 Grade. Studs shall be a minimum No. 3, standard or stud grade lumber. Exception: 1 Bearing studs not supporting floors and nonbearing studs may be utility grade lumber, provided that the studs are spaced in accordance with Table R602.3(5). 2 IN SINGLE-FAMILY DWELLINGS OF LOG CONSTRUCTION, WALL LOGS NEED NOT BE GRADED. 3 IN SINGLE-FAMILY DWELLINGS OF LOG CONSTRUCTION, ALL STRUCTURAL LOGS MAY BE DESIGNED BY A LICENSED COLORADO ARCHITECT OR ENGINEER AND INSPECTED BY THAT ARCHITECT OR ENGINEER AFTER THE COMPLETION OF THE FRAMING, WITH THE ARCHITECT OR ENGINEER CERTIFYING TO THE BUILDING DEPARTMENT THAT THE LOGS ARE OF THE SIZE, QUALITY AND SPECIES OF THE DESIGN AND THAT THEY WERE INSTALLED TO THAT DESIGN. WALL LOGS NEED NOT BE PART OF THE STRUCTURAL DESIGN. (38) Section R602.3 is amended to read as follows: R602.3 Design and construction. Exterior walls of wood-frame construction shall be designed and constructed in accordance with the provisions of this chapter and Figures R602.3(1) and R602.3(2) or in accordance with AF&PA's NDS. THE USE OF LOAD DURATION FACTORS FOR SNOW LOAD SHALL BE PROHIBITED. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Structural wall sheathing shall be fastened directly to structural framing members. Exterior wall coverings shall be capable of resisting the wind pressures listed in Table R301.2(2) adjusted for height and exposure using table R301.2(3). Wood structural panel sheathing used for exterior walls shall conform to the requirements of Table R602.3(3). Studs shall be continuous from support at the sole plate to a support at the top plate to resist loads perpendicular to the wall. The support shall be a foundation of floor, ceiling or roof diaphragm or shall be designed in accordance with accepted engineering practice. Exception: Jack studs, trimmer studs and cripple studs at openings in wall that comply with Table R502.5(1) and R502.5(2). (39) Section R612.2 is repealed in its entirety (40) Section R802.2 is amended to read as follows: R802.2 Design and construction. The framing details required in Section R802 apply to roofs having a minimum slope of three units vertical in 12 units horizontal (25-percent slope) or greater. Roof-ceilings shall be designed and constructed in accordance with the provisions of this chapter and Figures R606.11 (1), R606.11 (2) and R606.11 (3) or in accordance with AFPA/NDS. THE USE OF LOAD DURATION FACTORS FOR SNOW LOAD SHALL BE PROHIBITED. Components of roof-ceilings shall be fastened in accordance with Table R602.3 (1). (41) Section R802.10 is amended to read as follows: R802.10.2 Design. Wood trusses shall be designed in accordance with accepted engineering practice. The design and manufacture of metal-plate-connected wood trusses shall comply with ANSI/TPI 1. The truss design drawings shall be prepared by a registered professional where required by the statutes of the jurisdiction in which the project is to be constructed in accordance with Section R106.1. THE USE OF LOAD DURATION FACTORS FOR SNOW LOAD OR SLOPE OF ROOF SHALL BE PROHIBITED. (42) Section R803.2 is amended by adding a new subsection to read as follows: R803.2.1.3 Wood structural panel sheathing thickness. A MINIMUM OF 5/8 INCH PLYWOOD, PARTICLE BOARD OR WAFERWOOD SHALL BE USED ON ROOF RAFTERS OR ROOF TRUSSES SPACED 24 INCHES ON CENTER IN ANY SNOW LOAD AREA. WOOD STRUCTURAL PANEL ROOF SHEATHING SHALL BE BONDED BY EXTERIOR GLUE. (43) Section R903 is amended by adding a new subsection to read as follows: R903.6 FALL PROTECTION. PERMANENT FALL PROTECTION ANCHORS SHALL BE INSTALLED ON ALL NEW CONSTRUCTION. ROOF ANCHORS OR SIMILAR DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. (44) Section R905 is amended by adding a new subsection to read as follows: 905.1.1 Ice barrier. AN ICE BARRIER THAT CONSISTS OF AN APPROVED SELF- ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT ON ALL SLOPED ROOFS. THIS ICE DAM PROTECTION UNDERLAYMENT SHALL BE INSTALLED FROM THE EAVES TO A POINT 6 FEET INSIDE THE EXTERIOR WALL LINE OF THE BUILDING AND 24 INCHES FROM THE CENTER LINE OF ALL VALLEYS, FULLY ADHERED TO THE SUBSTRATE ON ALL HABITABLE STRUCTURES. Exception: DETACHED ACCESSORY STRUCTURES THAT CONTAIN NO CONDITIONED FLOOR AREA. R905.1.2 Snow-shed barriers. ROOFS SHALL BE DESIGNED TO PREVENT ACCUMULATIONS OF SNOW FROM SHEDDING ABOVE OR IN FRONT OF GAS UTILITY OR ELECTRIC UTILITY METERS. (45) Sections R905.2.7.1, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1, R905.8.3.1 are repealed in their entirety. la arrip- 'A wh;'r;' t;.'FAa!; hAAA A rtiStGF y of ino forming aInng th;.' ARVcs the le�nmct edges of all reef si irfanoc to a neint at load 24 inches (610 mm) inside Oho wte rier niell lime of the hi 1old0Rg Exception• flotanhor! annocceFy ctrl Intl iroc that remain ne nenrlitienorl fleer erne (46) Section R905.2.8.3 is amended by adding an exception to read as follows: R905.2.8.3 Sidewall flashing. Flashing against a vertical sidewall shall be by the step- flashing method. The flashing shall be a minimum of 4 inches (102 mm) high and 4 inches (102 mm) wide. At the end of the vertical sidewall, the step flashing shall be turned out in a manner that directs water away from the wall and onto the roof and/or gutter. EXCEPTIONS 1. SOLID FLASHING APPROVED BY THE BUILDING OFFICIAL (47) Section R905.4 is amended by adding a new subsection to read as follows: R905.4.7 MECHANICAL BARRIERS. MECHANICAL BARRIERS INSTALLED TO PREVENT SNOW SHEDDING FROM THE ROOF SHALL BE SECURED TO ROOF FRAMING MEMBERS OR TO SOLID BLOCKING SECURED TO FRAMING MEMBERS IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INDIVIDUAL DEVICES INSTALLED IN A GROUP OF DEVICES TO CREATE A BARRIER TO PREVENT SNOW SHEDDING SHALL BE INSTALLED IN AT LEAST TWO ROWS WITH THE FIRST ROW NO MORE THAN 24 INCHES FROM THE EDGE OF THE ROOF OR EAVE. THE ROWS SHALL BE PARALLEL WITH THE EXTERIOR WALL LINE, AND THE DEVICES IN EACH ROW SHALL BE STAGGERED FOR A SPACING OF NO MORE THAN 24 INCHES ON CENTER MEASURED PARALLEL WITH THE EXTERIOR WALL LINE. CONTINUOUS SNOW BARRIERS SHALL BE SECURED TO ROOF FRAMING AT NO MORE THAN 48 INCHES ON CENTER. CONTINUOUS BARRIERS SHALL BE INSTALLED PARALLEL WITH THE EXTERIOR WALL LINE AND NO MORE THAN 24 INCHES FROM THE EDGE OF THE ROOF OR EAVE. (48) Section R905.10 is amended by adding a new subsection to read as follows: R905.10.5.1 Mechanical barriers for metal roof shingles and metal roof panels. ROOFS WITH METAL ROOF SHINGLES OR METAL ROOF PANELS SHALL BE DESIGNED SO AS TO PREVENT ACCUMULATIONS OF SNOW FROM SHEDDING ONTO PEDESTRIAN AND VEHICULAR EXITS FROM BUILDINGS AND ON TO SIDEWALKS, STREETS AND ALLEY WAYS. MECHANICAL BARRIERS INSTALLED TO PREVENT SNOW SHEDDING FROM THE ROOF SHALL BE SECURED TO ROOF FRAMING MEMBERS OR TO SOLID BLOCKING SECURED TO FRAMING MEMBERS IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INDIVIDUAL DEVICES INSTALLED IN A GROUP OF DEVICES TO CREATE A BARRIER TO PREVENT SNOW SHEDDING SHALL BE INSTALLED IN AT LEAST TWO ROWS WITH THE FIRST ROW NO MORE THAN 24 INCHES FROM THE EDGE OF THE ROOF OR EAVE. THE ROWS SHALL BE PARALLEL WITH THE EXTERIOR WALL LINE AND THE DEVICES IN EACH ROW SHALL BE STAGGERED FOR A SPACING OF NO MORE THAN 24 INCHES ON CENTER MEASURED PARALLEL WITH THE EXTERIOR WALL LINE. CONTINUOUS SNOW BARRIERS SHALL BE SECURED TO ROOF FRAMING AT NO MORE THAN 48 INCHES ON CENTER. CONTINUOUS BARRIERS SHALL BE INSTALLED PARALLEL WITH THE EXTERIOR WALL LINE AND NO MORE THAN 24 INCHES FROM THE EDGE OF THE ROOF OR EAVE. (49) Section R907.3 is amended to read as follows: R907.3 Recovering versus replacement. New roof coverings shall not be installed without first removing all existing layers of roof coverings where any of the following conditions exist: 1. Where the existing roof or roof covering is water-soaked or has deteriorated to the point that the existing roof or roof covering is not adequate as a base for additional roofing. 2. Where the existing roof covering is wood shake, slate, clay, cement or asbestos- cement tile. 3. Where the existing roof has#we-er MORE THAN ONE application of any type of roof covering. 4. For asphalt shingles, when the building is located in an area subject to moderate or severe hail damage according to Figure R903.5. (50) Section R1001 is amended by adding a new subsection to read as follows: R1001.1.1 LIMITATION ON THE NUMBER. THE NUMBER OF APPROVED SOLID FUEL BURNING APPLIANCES OR DEVICES WHICH MAY BE INSTALLED SHALL NOT EXCEED THE FOLLOWING LIMITS: 1. DETACHED SINGLE-FAMILY DWELLING: ONE APPROVED SOLID FUEL BURNING APPLIANCE OR DEVICE PER DWELLING. 2. BUILDING WITH TWO DWELLING UNITS: ONE APPROVED SOLID FUEL BURNING APPLIANCE OR DEVICE PER DWELLING UNIT, PROVIDED THAT THE DWELLING UNIT IS GREATER THAN ONE THOUSAND FIVE HUNDRED (1,500) SQUARE FEET IN TOTAL LIVING AREA. 3. APARTMENTS, CONDOMINIUMS, COMMERCIAL AND INDUSTRIAL BUILDINGS: APARTMENTS, CONDOMINIUMS, COMMERCIAL AND INDUSTRIAL BUILDINGS SHALL BE ALLOWED TO INSTALL ONE APPROVED SOLID FUEL BURNING APPLIANCE OR DEVICE IN A LOBBY OR OTHER COMMON AREA OF THE APARTMENT, CONDOMINIUM, OR HOTEL. ONLY AN APPROVED NONSOLID FUEL BURNING APPLIANCE MAY BE INSTALLED WITHIN ANY APARTMENT, CONDOMINIUM OR HOTEL/MOTEL ROOM. (51) Section R1004.4 is amended to read as follows: R1004.4 Unvented gas log heaters. A.A. ..n„on+owl gas leg heater shall nn+ be ins+�Ilor! e",d--l�e/cd ff9r vr�^v rarve On °^^^rdl°n^° With 1J1 INSTALLATION OF UNVENTED GAS LOG HEATERS IS PROHIBITED. (52) Section R1005 is amended by adding a new subsection to read as follows: R1005.7 Factory built chimney enclosures. FACTORY-BUILT CHIMNEYS SHALL BE ENCLOSED WITHIN A CONTINUOUS ENCLOSURE PROTECTED ON THE INTERIOR (CHIMNEY) SIDE BY NOT LESS THAN 5/8-INCH TYPE-X GYPSUM WALLBOARD. JOINTS AND FASTENERS SHALL BE TAPED AND FINISHED. EXCEPTION: THE PORTION OF THE CHIMNEY LOCATED IN THE SAME ROOM AS THE APPLIANCE AND THE PORTION OF THE CHIMNEY ABOVE THE FINISHED ROOF IS NOT REQUIRED TO BE ENCLOSED. FACTORY-BUILT CHIMNEYS SHALL BE EFFECTIVELY FIREBLOCKED WITHIN SUCH ENCLOSURE AT EACH FLOOR-CEILING LEVEL AND AT THE ROOF. THE VERTICAL DISTANCE BETWEEN ADJACENT FIREBLOCKING SHALL NOT EXCEED 10 FEET. (53) Section N1101.2 is amended to read as follows: N1101.2 Compliance. Compliance shall be demonstrated by either meeting the requirements of the 2006 International Energy Conservation Code or meeting the requirements of this chapter. Climate zones from Figure N1101.2 or Table N1101.2 shall be used in determining the applicable requirements from this chapter. (54) Section M1414 is amended by adding a new subsection to read as follows: M1414.1.1 Fireplace stoves. DETACHED ONE- AND TWO-FAMILY DWELLINGS MAY HAVE NO MORE THAN ONE SOLID FUEL BURNING DEVICE PER PROPERTY. CONDOMINIUMS AND APARTMENT HOUSES MAY HAVE ONE SOLID FUEL BURNING DEVICE LOCATED IN A LOBBY OR OTHER MAIN COMMON AREA. FACTORY-BUILT FIREPLACES AND STOVES SHALL MEET E.P.A. PHASE II OR COLORADO PHASE III AIR QUALITY REQUIREMENTS. (55) Section M1415 is amended by adding a new subsection to read as follows: M1415.1.1 Fireplace stoves. DETACHED ONE- AND TWO-FAMILY DWELLINGS MAY HAVE NO MORE THAN ONE SOLID FUEL BURNING DEVICE PER PROPERTY. CONDOMINIUMS AND APARTMENT HOUSES MAY HAVE ONE SOLID FUEL BURNING DEVICE LOCATED IN A LOBBY OR OTHER MAIN COMMON AREA. FACTORY-BUILT FIREPLACES AND STOVES SHALL MEET E.P.A. PHASE II OR COLORADO PHASE III AIR QUALITY REQUIREMENTS. (56) Section G2404.7 is repealed in its Ce�ntirety. }�,, G2404 7 (30� 11) Floodd hazard F�7Trvt ct r��-Ivcated in f/�n-nvva nazxaYra areas, the a4 nr abeye Oho rlocigP f/nnrl elo1i-fine ;;nr! shall nmmPhi W 0 t h Oho flnnr!_res t;;At Fe9 1iFeFPeR4c of Con4ieR D32-2 (57) Section G2406.2 in amended to read as follows: G2406.2 (303.3) Prohibited locations. Appliances shall not be located in sleeping rooms, bathrooms, toilet rooms, storage closets or surgical rooms, or in a space that opens only into such rooms or spaces, except where the installation complies with one of the following: 1. The appliance is a direct-vent appliance installed in accordance with the conditions of the listing and the manufacturer's instructions. 2. Vented room heaters, wall furnaces, vented decorative appliances, vented gas fireplaces, vented gas fireplace heaters and decorative appliances for installation in vented solid fuel-burning fireplaces are installed in rooms that meet the required volume criteria of Section G2407.5 3. ci igh „nventerl rnnm heater is eq sinned as spegifier! in 2-erutie.p (`--244 5.6- and hac gn i�atatiRg Rn)} greater then 6,000 BT- I/h (1 7-6kV ). Th�Athree. .shallll Meet the eq ed "nl i n�9 to ia-oroestie 240 5. 4. ci igh „nvented- rnnm heater is eq sinner! as spegifier! in Segtinn G-2445.6- anr! hac aR '�-ORP61't ratRg RvtgTE_.'�;;teF t ' n 10,999 gtu h (2.93 k A ). The beadree.m. rsh'luri-Meet the eq ed „nl�vramc°-vnte i vrver--ti8rni rv-24Fnv7..5. 3. The appliance is installed in a room or space that opens only into a bedroom or bathroom, and such room or space is used for no other purpose and is provided with a solid weather—stripped door equipped with an approved self-closing device. All combustion air shall be taken directly from the outdoors in accordance with Section G2407.6. (58) Section G2417.4.1 is amended to read as follows: G2417.4.1 (406.4.1) Test pressure. The test pressure to be used shall not be less than one and one-half times the proposed maximum working pressure, but not less than 3 10 psig (20 kPa ga ige), irrespective of design pressure. Where the test pressure exceeds 125 psi (862 kPa gauge), the test pressure shall not exceed a value that produces a hoop stress in the piping greater than 50 percent of the specified minimum yield strength of the pipe. (59) Section G2425.8 is amended to read as follows: G2425.8 (501.8) Appliance not required to be vented. The following appliances shall not be required to be vented: 1. Ranges. 2. Built-in domestic cooking units listed and marked for optional venting. 3. Hot plates and laundry stoves. 4. Type 1 clothes dryers (Type 1 clothes dryers shall be exhausted in accordance with the requirements of Section G2439). 5. Refrigerators. 6. Counter appliances. em listed fer -Aveetedse. \A/hero the a p4angec lister! it Items 5 thrgi 1gh 7 G ahg"e are iP'Staller! 69 that the aggregate inns 1t rating evgeerlc 20 Rt„ ner hni it ner n„hin font (297 W4n4 With Venting c� temc nr other annrnver/means for gnn”eying the vent gases to the a pgannec Ages not eVgeerl the 220 Rt„ ner hni it ner n„hin fnnf P'Mn7 W40. VV};lr;l �j space by a deep Nay, �arghway F etheF GpeRi Rg gf GGMparahle ci-ze that gaNNet he the galni ilatinnc (60) Section G2433 (603) is amended to read as follows: G2433.1 (603.1) General. Leg-l,ghters shall-be-tested in aGGerdaRGe With C; shall be iRstalled OR aGGGrdaRGe With the rnaR6ifaGt61rer'6 INSTALLATION OF LOG LIGHTERS IS PROHIBITED. (61) Section G2445 is amended to read as follows: G2445.1 (621.1) rte. PROHIBITED INSTALLATION. INSTALLATION OF UNVENTED ROOM HEATERS IS PROHIBITED. I Ir,„enterl rnnm heaters chill he tested OR aGGGrdaRGe Vkh INNS' Z2141.2 and Sha-11 be aGGGrdaRGe With the rnnrlitinnc of the listing and the mane ifanti 1rer's inst�ll�tinn instri intinns G245x2 (621.1) P�- vrNbRed us . GRe nr more Un,i9Pt9d rn-rGGR9 h9at9FS °luri-nvt�c 6ised-as the sole 69 1rno of GE)SRA 4 hea lRg ire a rh 0114 i0 (;2445.3 J211) input rating. heateFs shall Rot have aR ORP61t ratiRg--�4 evness of 40,000 &64h /4 G245.4-(62 1.4) Dbired ITwa once. he leGatien of UPV9Pcel/ rn-rGR9 h-reat9F8 Shull GGrRply With SeGtiGR G2406-.-2 G245.5-(62 1.5) Doom or spann volume The ggTegate iRPatatiRn of all venceel aPP4a r^veS rstal-led in a rnnm nr spare chill net evnee`•1 20 Rte /h Per ni ihin font (n� 144443) of deli 1rre of I Inh reerr or age eery or an r, high ,� SPEY,-I"G�TTTGT-s�'CL6..� erg e�-�r-s�uce�n-avrrrcrr appganne is instelle`•! is `•lirently nnnnente`•1 to another rnnm nr crane by a `•InnPAta i , adjaGeRt FeerR or spene shell he eerrritted to he ORd ded ir, the GaN I-aderc G24 5 A (6"216) Oxygen depletion safety systern. gp to ted rn-rvv^P-reateFs shall be the rnnm heater (62) Section P2501 A is amended to read as follows: P2501.1 Scope. The provisions of this chapter shall establish the general administrative requirements applicable to plumbing systems and inspection requirements of This Code. THE INTENT OF THIS CODE IS TO MEET OR EXCEED THE REQUIREMENTS OF THE STATE OF COLORADO PLUMBING CODE. WHEN TECHNICAL REQUIREMENTS, SPECIFICATIONS OR STANDARDS IN THE COLORADO PLUMBING CODE CONFLICT WITH THIS CODE, THE MORE RESTRICTIVE SHALL APPLY. (63) Section P2603.6.1 is amended to read as follows: P2603.6.1 Sewer depth. R " vewenTthatGA_RRestte private Cewage dispesal nnin+ of septi`+ +^nU ,.nnno`++;nn Building sewers shall be a minimum of[NUMBER] 48 inches (1,219.2 mm) below grade. (64) Section P2904 is repealed in its entirety. P2904 D%yelling Unit Fire SpFinkleM Systems. (65) Section P3103.1 is amended to read as follows: P3103.1 Roof extension. Open vent pipes that extend through a roof shall be terminated at least F inches (152 MM) 12 INCHES above the roof, ^r F inches (152 mm) ahn„o Oho an+i`+ipated cn^,e, 1 11atinn WhinheVeF is greater except that where a roof is to be used for any purpose other than weather protection, the vent extension shall be run at least 7 feet (2,134 mm) above the roof AND WITHIN TWENTY-FOUR (24) INCHES OF THE PEAK OF THE ROOF. AMENDMENTS TO THE INTERNATIONAL PLUMBING CODE MUNICIPAL CODE 18-1-30: Code Amendments: (c) The following sections of the International Plumbing Code, adopted by reference in Section 18-1-10 above, is hereby amended as follows: (1) Section 101.1 is amended to read as follows: 101.1 Title. These regulations shall be known as the International Plumbing Code of THE TOWN OF FRASER, hereinafter referred to as This Code. (2) Section 101.3 is amended to read as follows: 101.3 Intent. The purpose of this Code is to provide minimum standards to safeguard life or limb, health, property and public welfare by regulating and controlling the design, construction, installation, quality of materials, location, operation and maintenance or use of plumbing equipment and systems. THE INTENT OF THIS CODE IS TO MEET OR EXCEED THE REQUIREMENTS OF THE STATE OF COLORADO PLUMBING CODE. WHEN TECHNICAL REQUIREMENTS, SPECIFICATIONS OR STANDARDS IN THE COLORADO PLUMBING CODE CONFLICT WITH THIS CODE, THE MORE RESTRICTIVE SHALL APPLY. (3) Section 103.2 is amended to read as follows: 103.2 Annnin+mon+ BUILDING OFFICIAL. SEE PARAGRAPH 18-1-30(a)(5) OF THE FRASER MUNICIPAL CODE. (4) Section 103.3 is amended to read as follows: 103.3 Deputies. SEE PARAGRAPH 18-1-30(a)(6). OF THE FRASER MUNICIPAL CODE (5) Section 103.4 is amended to read as follows: 103.4 Liability. SEE PARAGRAPH 18-1-30(a)(8)OF THE FRASER MUNICIPAL CODE. (6) Section 106.5.3 is amended to read as follows: (11) 106.5.3 Expiration. SEE PARAGRAPH 18-1-30(a)(11) OF THE FRASER MUNCIPAL CODE. (7) Section 106.6.2 is amended to read as follows: 106.6.2 Fee schedule. The fees for plumbing work shall be ac in�i^�+owl in the fnlln niinn " IN ACCORDANCE WITH APPENDICES B AND C OF THE FRASER MUNICIPAL CODE. (8) Section 106.6.3 is amended to read as follows: 106.6.3 Fee refunds. The sede BUILDING official shall authorize the refunding of fees as follows: 1. The full amount of any fee paid hereunder that was erroneously paid or collected. 2. Not more than [SPEGIF4 PERGENT/ GE 80 percent of the permit fee paid when no work has been done under a permit issued in accordance with This Code. 3. Not more than [SPECIFY DCC?QFNIT�(_C, 80 percent of the plan review fee paid when an application for a permit for which a plan review fee has been paid is withdrawn or canceled before any plan review effort has been expended. The reap BUILDING official shall not authorize the refunding of any fee paid, except upon written application filed by the original permittee not later than 180 days after the date of fee payment. (9) Section 106.6 is amended by adding a new subsection to read as follows: 106.6.4 REINSPECTIONS. A REINSPECTION FEE, IN AN AMOUNT PER APPENDICES B AND C OF THE FRASER MUNICIPAL CODE, MAY BE ASSESSED FOR EACH INSPECTION OR REINSPECTION WHEN SUCH PORTION OF WORK FOR WHICH INSPECTION IS CALLED IS NOT COMPLETE OR WHEN CORRECTIONS CALLED FOR ARE NOT MADE. REINSPECTION FEES MAY BE ASSESSED WHEN THE INSPECTION RECORD CARD IS NOT POSTED OR OTHERWISE AVAILABLE ON THE WORK SITE, THE APPROVED PLANS ARE NOT READILY AVAILABLE TO THE INSPECTOR, FOR FAILING TO PROVIDE ACCESS ON THE DATE FOR WHICH THE INSPECTION IS REQUESTED, OR DEVIATING FROM THE APPROVED PLANS. IN INSTANCES WHERE REINSPECTION FEES HAVE BEEN ASSESSED, NO ADDITIONAL INSPECTION OF THE WORK WILL BE PERFORMED UNTIL THE REINSPECTION FEES HAVE BEEN RECEIVED BY THE BUILDING DEPARTMENT. (10) Section 108.4 is amended to read as follows: 108.4 Violation penalties. Any person who shall violate a provision of this Code or shall fail to comply with any of the requirements thereof or who shall erect, install, alter or repair plumbing work in violation of the approved construction documents or directive of the r-AdP BUILDING official, or of a permit or certification issued under the provisions of this Code, shall be guilty of a VIOLATION, punishable by a fine of not more than $1,000.00 or by imprisonment not exceeding ONE YEAR, or both such fine and imprisonment. Each day that a violation continues after due notice has been served shall be deemed a separate offense IN ACCORDANCE WITH SECTION 18-1-40 OF THE MUNICIPAL CODE OF FRASER. (11) Section 108.5 is amended to read as follows: 108.5 Stop work orders. SEE PARAGRAPH 18-1-30(d)(10) OF THE FRASER MUNICIPAL CODE. (12) Section 305.6.1 is amended to read as follows: 305.6.1 Sewer depth. B61ildiRg-sewers-t#;-;t r--A-RReGt terate sewage dispesaI systems shill h° MOROMl M ^f[NUMBER] innh°s (mm) h°I^ni finished `Trade at the PeiRt ^f eptiG tank reppertiep. Building sewers shall be a minimum of [NUMBER] 48 inches (1,219.2 mm) below grade. (13) Section 701.2 is amended to read as follows: 701.2 Sewer required. Every building in which plumbing fixtures are installed and all premises having drainage piping shall be connected to a public sewer. ^gh°r° available, EXCEPTION: WHEN APPROVED BY BOARD OF TRUSTEES. (14) Section 904.1 is amended to read as follows: 904.1 Roof extension. All open vent pipes that extend through a roof shall be terminated at least [NUMBER] 12 inches (304.8 mm) above the roof, except that where a roof is to used for any purpose other than weather protection, the vent extensions shall be run at least 7 feet (2,134 mm) above the roof. AMENDMENTS TO THE INTERNATIONAL MECHANICAL CODE (d) The following sections of the International Mechanical Code, adopted by reference in Municipal Code Section 18-1-10 hereof, is hereby amended as follows: (1) Section 101.1 is amended to read as follows: 101.1 Title. These regulations shall be known as the Mechanical Code of THE TOWN OF FRASER, herein after referred to as "this Code." (2) Section 103.2 is amended to read as follows: 103.2 Appointmei# BUILDING OFFICIAL. The hi iildinn nffin431 ch;ll be appeiRted by the nhief annnin+inn a i+hnrity of+he i61ri6din+innTHE BUILDING OFFICIAL IS HEREBY AUTHORIZED AND DIRECTED TO ENFORCE ALL THE PROVISIONS OF THIS CODE; HOWEVER, A GUARANTEE THAT ALL BUILDING AND STRUCTURES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH ALL THE PROVISIONS OF THIS CODE IS NEITHER INTENDED NOR IMPLIED. (3) SECTION 103.3 IS AMENDED TO READ AS follows: 103.3 Deputies. In accordance with the prescribed procedures of this jurisdiction, apd �nii+h the nnnni irronno of the annnin+inn a6+hnri+., the sec4e BUILDING official shall have the authority to appoint a deputy r-Ade BUILDING official, other related technical officers, inspectors and other employees. Such employees shall have the powers as delegated by the r-Ade BUILDING official. (4) Section 103.4 is amended to read as follows: 103.4 Liability. THE ADOPTION OF THIS CODE, AND ANY PREVIOUS BUILDING CODES ADOPTED BY THE TOWN OF FRASER, SHALL NOT BE DEEMED TO GIVE RISE TO A DUTY OF CARE ON THE PART OF ANY PUBLIC ENTITY, PUBLIC EMPLOYEE OR AGENT, NOR SHALL THIS CODE OR ANY PREVIOUS BUILDING CODES BE DEEMED TO CREATE ANY CIVIL REMEDY AGAINST A PUBLIC ENTITY, PUBLIC EMPLOYEE OR AGENT. The eerie BUILDING official, member of board of appeals or employee charged with the enforcement of this Code, while acting for the jurisdiction in good faith and without malice in the discharge of the duties required by this Code or other pertinent law or ordinance, shall not thereby be rendered liable personally and is hereby relieved from personal liability for any damages accruing to persons or property as a result of any act or by reason of an act or omission in the discharge of official duties. Any suit instituted against an officer or employee because of an act performed by that officer or employee in the lawful discharge of duties under the provisions of this Code shall be defended by legal representative of the jurisdiction until the final termination of the proceedings. The r-Ade BUILDING official or any subordinate shall not be liable for cost in any action, suit or proceeding that is instituted in pursuance of the provisions of This Code. (5) Section 106.4.3 is amended to read as follows: 106.4.3 Expiration. EVERY PERMIT ISSUED BY THE BUILDING OFFICIAL UNDER THE PROVISION OF THIS CODE SHALL EXPIRE 24 MONTHS AFTER THE DATE OF ISSUE. Every permit issued by the r-Ade BUILDING official under the provisions of this Code shall expire by limitation and become null and void if the work authorized by such permit is not commenced within 180 days from the date of such permit, or if the work authorized on the site by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Before such work recommences, a new permit shall first be obtained and the fee therefor shall be one-half the amount required for a new permit for such work, provided that no changes have been made or will be made in the original construction documents for such work, and provided further that such suspension or abandonment has not exceeded one year. THE EXTENSION SHALL BE REQUESTED IN WRITING AND JUSTIFIABLE CAUSE DEMONSTRATED. (6) Section 106.5.2 is amended to read as follows: 106.5.2 Fee schedule. The fees for mechanical work shall be ac the fGHE) iiR9 6^hod1110 IN ACCORDANCE WITH APPENDICES B AND C OF THE FRASER MUNICIPAL CODE. (7) Section 106.5.3 is amended to read as follows: 106.5.3 Fee refunds. The seEle BUILDING official shall authorize the refunding of fees as follows: 1. The full amount of any fee paid hereunder which was erroneously paid or collected. 2. Not more than [SPEGIFY PF_=R F=N1T4G 80 percent of the permit fee paid when no work has been done under a permit issued in accordance with This Code. 3. Not more than [SPEGIFY PF_=R F=N1T4G 80 percent of the plan review fee when an application for a permit for which a plan review fee has been paid is withdrawn or canceled before any plan review effort has been expended. The cede BUILDING official shall not authorize the refunding of any fee paid, except upon written application filed by the original permittee not later than 180 days after the date of fee payment. (8) Section 106.5 is amended by adding a new subsection to read as follows: 106.5.4 REINSPECTIONS. A REINSPECTION FEE, AMOUNT PER APPENDICES B AND C OF THE FRASER MUNICIPAL CODE, MAY BE ASSESSED FOR EACH INSPECTION OR REINSPECTION WHEN SUCH PORTION OF WORK FOR WHICH INSPECTION IS CALLED IS NOT COMPLETE OR WHEN CORRECTIONS CALLED FOR ARE NOT MADE. REINSPECTION FEES MAY BE ASSESSED WHEN THE INSPECTION RECORD CARD IS NOT POSTED OR OTHERWISE AVAILABLE ON THE WORK SITE, THE APPROVED PLANS ARE NOT READILY AVAILABLE TO THE INSPECTOR, FOR FAILING TO PROVIDE ACCESS ON THE DATE FOR WHICH THE INSPECTION IS REQUESTED, OR DEVIATING FROM THE APPROVED PLANS. IN INSTANCES WHERE REINSPECTION FEES HAVE BEEN ASSESSED, NO ADDITIONAL INSPECTION OF THE WORK WILL BE PERFORMED UNTIL THE REINSPECTION FEES HAVE BEEN RECEIVED BY THE BUILDING DEPARTMENT. (9) Section 108.4 is amended to read as follows: 108.4 Violation penalties. Any person who shall violate a provision of This Code or shall fail to comply with any of the requirements thereof or who shall erect, install, alter or repair mechanical work in violation of the approved construction documents or directive of the sede BUILDING official, or of a permit or certification issued under the provisions of This Code, shall be guilty of a VIOLATION, punishable by a fine of not more than $1,000.00 dollars or by imprisonment not exceeding ONE YEAR, or both such fine and imprisonment. Each day that a violation continues after due notice has been served shall be deemed a separate offense. IN ACCORDANCE WITH SECTION 18-1-40 OF THE FRASER MUNICIPAL CODE. (10) Section 108.5 is amended to read as follows: 108.5 Stop work orders. Upon notice from the eerie BUILDING official that mechanical work is being done contrary to the provisions of this Code or in a dangerous or unsafe manner, such work shall immediately cease. Such notice shall be in writing and shall be given to the owner of the property, to the owner's agent or to the person doing the work. The notice shall state the conditions under which work is authorized to resume. Where an emergency exists, the r-Ade BUILDING official shall not be required to give a written notice prior to stopping the work. on., eersen ,^,"^ shill Gemini 1e aRy ,^,Ark en the system after hayiRg heeR serVerl V.4ith a step we* errler 0 i eVnept s inh WE414 AS thAt a fine of net less then [AMOUNT-] dellars er mere then [AMOUNT-] dellers (11) Section 109 is amended to read as follows: 109.1 Application for appeal. A person shall have the right to appeal a decision of the eerie BUILDING official OR FIRE CODE OFFICIAL to the CONSTRUCTION AND FIRE CODE BOARD OF APPEALS ESTABLISHED IN PARAGRAPH 18-1-30(a)(21) OF THE MUNICIPAL CODE OF FRASER. . An application for appeal shall be based on a claim that the true intent of this Code or the rules legally adopted thereunder have been incorrectly interpreted, the provisions of this Code do not fully apply, or an equally good or better form of construction is proposed. The application shall be filed on a form obtained from the sede BUILDING OR FIRE CODE official within 20 days after the notice was served. NOTICE OF APPEAL SHALL BE ACCOMPANIED BY A FEE OF $250.00. (12) Section 903.3 is repealed in its entirety and reenacted to read as follows. 903.3 Unvented gas log heaters. An n„°n+°d gas leg heater shall n^+ be .I-abelcd'fe.r Hse with UL 127 UNVENTED GAS LOG HEATERS ARE PROHIBITED. AMENDMENTS TO THE INTERNATIONAL FUEL GAS CODE (d) The following sections of the International Fuel Gas Code, adopted by reference in Section 18-1-10 above, is hereby amended as follows: (1) Section 101.1 is amended to read as follows: 101.1 Title. These regulations shall be known as the Fuel Gas Code of THE TOWN OF FRASER, herein referred to as "this Code." (2) Section 103.2 is amended to read as follows: 103.2 Appointmei# BUILDING OFFICIAL. The ^^d-° ^ffi`+ial shall he appGiRted by +h° ^hi°f appGin+iRg a i+h^rity ^f+h° iiirisdi`++i^n THE BUILDING OFFICIAL IS HEREBY AUTHORIZED AND DIRECTED TO ENFORCE ALL THE PROVISIONS OF THIS CODE; HOWEVER, A GUARANTY THAT ALL BUILDING AND STRUCTURES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH ALL THE PROVISIONS OF THIS CODE IS NEITHER INTENDED NOR IMPLIED. (3) Section 103.3 is amended to read as follows: 103.3 Deputies. In accordance with the prescribed procedures of this jurisdiction, apd vii+h the ^f the appeiRtiR r ,,,+h^ri+"the cede BUILDING official shall have the authority to appoint a deputy r-Ade BUILDING official, other related technical officers, inspectors and other employees. Such employees shall have the powers as delegated by the r-Ade BUILDING official. (4) Section 103.4 is amended to read as follows: 103.4 Liability. THE ADOPTION OF THIS CODE, AND ANY PREVIOUS BUILDING CODES ADOPTED BY THE TOWN OF FRASER, SHALL NOT BE DEEMED TO GIVE RISE TO A DUTY OF CARE ON THE PART OF ANY PUBLIC ENTITY, PUBLIC EMPLOYEE OR AGENT, NOR SHALL THIS CODE OR ANY PREVIOUS BUILDING CODES BE DEEMED TO CREATE ANY CIVIL REMEDY AGAINST A PUBLIC ENTITY, PUBLIC EMPLOYEE OR AGENT. The r-Ade BUILDING official, member of board of appeals or employee charged with the enforcement of this Code, while acting for the jurisdiction in good faith and without malice in the discharge of the duties required by this Code or other pertinent law or ordinance, shall not thereby be rendered liable personally, and is hereby relieved from personal liability for any damages accruing to persons or property as a result of an act or by reason of an act or omission in the discharge of official duties. Any suit instituted against an officer or employee because of an act performed by that officer or employee in the lawful discharge of duties under the provisions of this Code shall be defended by legal representative of the jurisdiction until the final termination of the proceedings. The r-Ade BUILDING official or any subordinate shall not be liable for cost in any action, suit or proceeding that is instituted in pursuance of the provisions of this Code. (5) Section 106.4.3 is amended to read as follows: 106.4.3 Expiration. EVERY PERMIT ISSUED BY THE BUILDING OFFICIAL UNDER THE PROVISION OF THIS CODE SHALL EXPIRE 24 MONTHS AFTER THE DATE OF ISSUE. Every permit issued by the cede BUILDING official under the provisions of this Code shall expire by limitation and become null and void if the work authorized by such permit is not commenced within 180 days from the date of such permit, or is suspended or abandoned at any time after the work is commenced for a period of 180 days. Before such work recommences, a new permit shall be first obtained and the fee therefor shall be one-half the amount required for a new permit for such work, provided that no changes have been made or will be made in the original construction documents for such work, and provided further that such suspension or abandonment has not exceeded one year. THE EXTENSION SHALL BE REQUESTED IN WRITING AND JUSTIFIABLE CAUSE DEMONSTRATED. (6) Section 106.6.2 is amended to read as follows: 106.6.2 Fee schedule. The fees for work shall be °° ^�' ^°+o�I ;r +ho f^II^,.,;r^ ^^hed6lle IN ACCORDANCE WITH APPENDICES B AND C OF THE FRASER MUNICIPAL CODE. (7) Section 106.6.3 is amended to read as follows: 106.6.3 Fee refunds. The sede BUILDING official shall authorize the refunding of fees as follows: 1. The full amount of any fee paid hereunder that was erroneously paid or collected. 2. Not more than [SPECIFY PF_=R F=N1T4(_C, 80 percent of the permit fee paid when no work has been done under a permit issued in accordance with This Code. 3. Not more than [SPEGIF4 DCD(`CNIT/�r Cl 80 percent of the plan review fee paid when an application for a permit for which a plan review fee has been paid is withdrawn or canceled before any plan review effort has been expended. The cede BUILDING official shall not authorize the refunding of any fee paid, except upon written application filed by the original permittee not later than 180 days after the date of fee payment. (8) Section 107.2 is amended by adding a new subsection to read as follows: 107.2.1.1 REINSPECTIONS. A REINSPECTION FEE, AS SPECIFIED IN APPENDIX B OF THE FRASER MUNICIPAL CODE, MAY BE ASSESSED FOR EACH INSPECTION OR REINSPECTION WHEN SUCH PORTION OF WORK FOR WHICH INSPECTIONS IS CALLED IS NOT COMPLETE OR WHEN CORRECTIONS CALLED FOR ARE NOT MADE. REINSPECTION FEES MAY BE ASSESSED WHEN THE INSPECTION RECORD CARD IS NOT POSTED OR OTHERWISE AVAILABLE ON THE WORK SITE, THE APPROVED PLANS ARE NOT READILY AVAILABLE TO THE INSPECTOR, FOR FAILING TO PROVIDE ACCESS ON THE DATE FOR WHICH THE INSPECTION IS REQUESTED, OR FOR DEVIATING FROM PLANS REQUIRING THE APPROVAL OF THE BUILDING OFFICIAL. IN INSTANCES WHERE REINSPECTION FEES HAVE BEEN ASSESSED, NO ADDITIONAL INSPECTION OF WORK WILL BE PERFORMED UNTIL THE REINSPECTION FEES HAVE BEEN COLLECTED BY THE BUILDING DEPARTMENT. (9) Section 108.4 is amended to read as follows: 108.4 Violation penalties. Any person who shall violate a provision of this Code or shall fail to comply with any of the requirements thereof or erect, install, alter or repair work in violation of the approved construction documents or directive of the cede BUILDING official, or of a permit or certification issued under the provisions of this Code, shall be guilty of a VIOLATION, punishable by a fine of not more than $1,000.00 or by imprisonment not exceeding ONE YEAR, or both such fine and imprisonment. Each day that a violation continues after due notice has been served shall be deemed a separate offense. IN ACCORDANCE WITH SECTION 18-1-40 OF THE FRASER MUNICIPAL CODE. (10) Section 108.5 is amended to read as follows: 108.5 Stop work orders. Upon notice from the r-Ade BUILDING official that work is being done contrary to the provisions of this Code or in a dangerous or unsafe manner, such work shall immediately cease. Such notice shall be in writing and shall be given to the owner of the property, the owner's agent or the person doing the work. The notice shall state the conditions under which work is authorized to resume. Where an emergency exists, the r-Ade BUILDING official shall not be required to give a written notice prior to stopping the work. on., Person ,^,"^ Gemini 1e aRy Work en the system after haviRg boon sePierl 4.4ith a stem werk erder 0 i eXGept s inh werk as that a fire of Pet less than [AM9 NT-] ldellars er mere than [AM9 NT-] ldellers (11) Section 109 is repealed in its entirety and reenacted to read as follows: SECTION 109 BOARD OF APPEALS 109.1 Application for appeal. A person shall have the right to appeal a decision of the sede BUILDING official to the CONSTRUCTION AND FIRE CODE BOARD OF APPEALS ESTABLISHED IN PARAGRAPH 18-1-30(a)(21) OF THE MUNICIPAL CODE OF FRASER. An application for appeal shall be based on a claim that the true intent of this Code or the rules legally adopted thereunder have been incorrectly interpreted, the provisions of this Code do not fully apply, or an equally good or better form of construction is proposed. The application shall be filed on a form obtained from the r-Adp BUILDING official within 20 days after the notice was served. NOTICE OF APPEAL SHALL BE ACCOMPANIED BY A FEE OF $250.00. (12) Section 303.3 is amended to read as follows: 303.3 Prohibited locations. Appliances shall not be located in sleeping rooms, bathrooms, toilet rooms, storage closets or surgical rooms, or in a space that opens only into such rooms or spaces, except where the installation complies with one of the following: 1. The appliance is a direct-vent appliance installed in accordance with the conditions of the listing and the manufacturer's instructions. 2. Vented room heaters, wall furnaces, vented decorative appliances, vented gas fireplaces, vented gas fireplace heaters and decorative appliances for installation in vented solid fuel-burning fireplaces are installed in rooms that meet the required volume criteria of Section 304.5 3 4 Single mall rnni anted! 1 indented! rnnm heater iS installed! in a hathrnnm and! Si igh ,indented! rnnm heater i's eq iinned! as Snegified! in Qegtinn 6_21 C. and! has an inns it rating not greater than 6,000 BTI Uh (1 76kVV) The hathrnnm Shall meet the o regi iired! deli irre griteria of Cegtiep 204 5 4 4 Single rnni inter! 1 indenter! rnnm heater iS installer! in a hedlrnnm and! Si igh ,indenter! rnnm heater i's eq iinned! as Snegified! in Qegtinn 6_21 C. and! has an inns it rating RGt greater than 10,009 BT- I/h 293 14V) The hedlreem shall meet the 1 req aired! ye-1,erne griteria of Cegtinn 204 F 3. The appliance is installed in a room or space that opens only into a bedroom or bathroom, and such room or space is used for no other purpose and is provided with a solid weather—stripped door equipped with an approved self-closing device. All combustion air shall be taken directly from the outdoors in accordance with Section 304.6. (13) Section 406.4.1 is amended to read as follows: 406.4.1 Test Pressure. The test pressure to be used shall not be no less 1'/2 times the proposed maximum working pressure, but not less than 3 (20 kPa ga age\ 10 PSIG, irrespective of design pressure. Where the test pressure exceeds 125 psig (862 kPa gauge), the test pressure shall not exceed a value that produces a hoop stress in the piping greater than 50 percent of the specified minimum yield strength of the pipe. (14) Section 501.8 is amended to read as follows: 501.8 Appliances not required to be vented. The following appliances shall not be required to be vented: 1. Ranges. 2. Built-in domestic cooking units listed and marked for optional venting. 3. Hot plates and laundry stoves. 4. Type 1 clothes dryers. (Type 1 clothes dryers shall be exhausted in accordance with the requirements of Section 614.) 5. A single booster type automatic instantaneous water heater, where designed and used solely for the sanitizing rinse requirements of a dishwashing machine, provided that the heater is installed in a commercial kitchen having a mechanical exhaust system. Where installed in this manner, the draft hood is required, shall be in place and unaltered and the draft hood outlet shall be not less than 36 inches (914 mm) vertically and 6 inches (152 mm) horizontally from any surface other than the heater. 6. Refrigerators. 7. Counter appliances. 8. Reem heaters-listed feF 61R4erlted-6646-. .98. Direct-fired make-up air heaters. 4-99. Other equipment listed for unvented use and not provided with flue collars. 4410. Specialized equipment of limited input such as laboratory burners and gas lights. se that the aggregate ORP61t ratiRg eXGeeds 20 British Thermal 1JRit6 (Btu) per_-�e_r ri 1bin foot (297 watts per m4) of deli me of the reem er crane in Whinh si inh appliances Per ni 1bin feet (207 watts per m4yW}erete-eem er spare is VVNGh the app4anne is vvrrr-vr ciccza�v-rTrcrr snare shell he Permitted to he innli 1ded in the Gehl iletinns (15) Section 603.1 is amended to read as follows: 603.1 General. Log lighters shall-be-tested in °^^erdaRGe With mac° Q °nil be�nstalTed 0 aGGeFdaRGe With the rRaR 1faGti irer°s ARE PROHIBITED. (16) Section 621.1 is repealed in its entirety and reenacted to read as follows: 621.1 General PROHIBITED INSTALLATION. INSTALLATION OF UNVENTED ROOM HEATERS IS PROHIBITED. I In„eR&d reem heaters shell he tested in aGGeFdaRGe with ANSI 7=21.11.2 and shall be iRstalled OR aGGeFdaRGe With the GeRditieP,& 61tiliZiRg fuels ether thaR fuel gas sha_11 be regulated by the inteFnatiGnai h4e AMENDMENTS TO THE INTERNATIONAL FIRE CODE (e) The following sections of the International Fire Code, adopted by reference in Section 18-1-10 of this Chapter, is hereby amended as follows: (1) Section 101.1 is amended to read as follows: 101.1 Title. These regulations shall be known as the Fire Code of THE TOWN OF FRASER, hereinafter referred to as "this Code." (2) Section 101.2.1 is amended to read as follows: 101.2.1 Appendices. the appeRd,,.o16 chill Pet apply i 1RIeSS speGifiGa4y adepted. PROVISIONS IN THE APPENDICES ARE SPECIFICALLY ADOPTED. (3) Section 103.2 is amended to read as follows: 103.2 Appointment. BUILDING AND OR FIRE CODE OFFICIAL. SEE PARAGRAPH 18-1-30(a)(5) OF THE FRASER MUNICIPAL CODE. (4) Section 103.3 is amended to read as follows: 103.3 Deputies. SEE PARAGRAPH 18-1-30(a)(6) OF THE FRASER MUNICIPAL CODE. (5) Section 103.4 is amended to read as follows: 103.4 Liability. SEE PARAGRAPH 18-1-30(a)(8) OF THE FRASER MUNICIPAL CODE. (6) Section 105.3.1 is amended to read as follows: 105.3.1 Expiration. SEE PARAGRAPH 18-1-30(a)(11) OF THE FRASER MUNICIPAL CODE. (7) Section 106.2 is amended by adding a new subsection to read as follows: 106.2.1.1 REINSPECTIONS. A REINSPECTION FEE, AS SPECIFIED IN APPENDIX B OF THE FRASER MUNICIPAL CODE, MAY BE ASSESSED FOR EACH INSPECTION OR REINSPECTION WHEN SUCH PORTION OF WORK FOR WHICH INSPECTIONS IS CALLED IS NOT COMPLETE OR WHEN CORRECTIONS CALLED FOR ARE NOT MADE. REINSPECTION FEES MAY BE ASSESSED WHEN THE INSPECTION RECORD CARD IS NOT POSTED OR OTHERWISE AVAILABLE ON THE WORK SITE, THE APPROVED PLANS ARE NOT READILY AVAILABLE TO THE INSPECTOR, FOR FAILING TO PROVIDE ACCESS ON THE DATE FOR WHICH THE INSPECTION IS REQUESTED, OR FOR DEVIATING FROM PLANS REQUIRING THE APPROVAL OF THE BUILDING OFFICIAL AND/OR FIRE CODE OFFICIAL. IN INSTANCES WHERE REINSPECTION FEES HAVE BEEN ASSESSED, NO ADDITIONAL INSPECTION OF WORK WILL BE PERFORMED UNTIL THE REINSPECTION FEES HAVE BEEN COLLECTED BY THE BUILDING DEPARTMENT OR FIRE DEPARTMENT. (FIRE DEPARTMENT - EAST GRAND FIRE PROTECTION DISTRICT NO. 4, PLAN REVIEW & INSPECTION FEE SCHEDULE) (7) Section 108 is repealed in its entirety and reenacted to read as follows: 108.1 BOARD OF APPEALS ESTABLISHED. A PERSON SHALL HAVE THE RIGHT TO APPEAL A DECISION OF THE BUILDING OFFICIAL AND FIRE CODE OFFICIAL TO THE CONSTRUCTION AND FIRE CODE BOARD OF APPEALS ESTABLISHED PURSUANT TO PARAGRAPH 18-1-30(a)(21) OF THE FRASER MUNICIPAL CODE. NOTICE OF APPEAL SHALL BE ACCOMPANIED BY A FEE OF $250.00. (8) Section 114 IS added to read as follows: 114 WATER FLUSHING. THE FIRE CHIEF OR FIRE CODE OFFICIAL SHALL BE AUTHORIZED TO WITNESS, ACCEPT OR APPROVE FLUSHING AND FLOW TESTING OF A WATER SYSTEM SUPPLYING WATER FOR ALL FIRE PROTECTION SYSTEMS. (9) The limits referred to in certain sections of the 2009 International Fire Code are hereby established as follows: Section 3204.3.1.1.3 Location. inn+miners of Gn, gen;n R,,;.ds shall nn+ he Inna+erl n,i+hin rliherl �re�s nnn+�ininn n+her h^�errini � m^+eri plc ANY AMOUNT OF STORAGE OF FLAMMABLE CRYOGENIC FLUIDS IS PROHIBITED. Section 3404.2.9.6.1 Locations where above-ground tanks are prohibited. Sterage prehibited. STORAGE OF CLASS I AND CLASS II LIQUIDS IN ABOVE GROUND TANKS OUTSIDE OF BUILDINGS IS RESTRICTED TO 250 GALLONS OR LESS. EXCEPTION: WHEN A PERMIT HAS BEEN ISSUED BY THE FIRE CHIEF. Section 3406.2.4.4 Locations where above-ground tanks are prohibited. Steragee STORAGE OF CLASS I AND CLASS II LIQUIDS IN ABOVE GROUND TANKS IS RESTRICTED TO 250 GALLONS OR LESS. EXCEPTION: WHEN A PERMIT HAS BEEN ISSUED BY THE FIRE CHIEF. Section 3506.2. Limitations. Sterage of flammable nrynnenin fli lids in limi ts ^f dis+rin+s ir, y.4hinh si inh s+^reage is pr^hihi+eld (see Cen+i^rp Q ^f the 'Sample (lrrlinenne fnr 4rinn+inn of+he ln+erna+lnnal Ciro Gede nn pane viii). ANY AMOUNT OF STORAGE OF FLAMMABLE CRYOGENIC FLUIDS IS PROHIBITED. Section 3804.2 Maximum capacity within established limits. Ali+hin the limi+� shell p,^+ evn^erl a ,e,e+^r nap»ni+" ^f 2,000 ga!'GRG i7-57-nl STORAGE OF LIQUEFIED PETROLEUM GAS IS RESTRICTED TO 2,000 GALLONS OR LESS. (10) Section A101.2 is amended to read as follows: A101.2 MEMBERSHIP. The membership of the APPEALS board shall consist of five voting members, THREE OF WHICH having the qualifications established by this section. Members shall be nominated by the BUILDING OFFICIAL, fire code official or the chief administrative officer of the RESPECTIVE jurisdiction, subject to confirmation by a majority vote of the governing body. members shill serve wi+hn''+ rem"Peres+inn nr GGFnPeRsatiGR, and shall be re.m.eved- fre.m. effir--el prier te the ;-,Ad- ef their appeiRted te nPhi fnr na"se CIDC DDl1TEGTIIIAI FE hi _`IAICGpIhi _` DDl1CCCC10-hiA Op h sh�II A 10 1.2.2 EY�vrrr��R„ awe-C�e�l�er �i-iurr r-Gt9G 4nn s, tem desig-R REGISTERED DESIGN PROFESSIONAL WITH ELECTRICAL ENGINEERING EXPERIENCE OR AN ELECTRICAL CONTRACTOR WITH AT LEAST TEN YEARS EXPERIENCE, FIVE OF WHICH SHALL HAVE BEEN IN RESPONSIBLE CHARGE OF WORK. A101.2.3 T; s safety professional. Opel member shell he a regis+erer! inr!"c+riel safety „r iPrl"�+ri,l safe+„ REGISTERED DESIGN PROFESSIONAL WITH MECHANICAL AND PLUMBING EXPERIENCE OR A MECHANICAL CONTRACTOR WITH AT LEAST TEN YEARS EXPERIENCE, FIVE OF WHICH SHALL HAVE BEEN IN RESPONSIBLE CHARGE OF WORK. (12) Section D102.1 is amended to read as follows: D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with asphalt, concrete, or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 84,000 7-a;000 pounds (34 050 kg) READ, PASSED, ADOPTED AND ORDERED PUBLISHED BY THE BOARD OF TRUSTEES AND SIGNED THIS 3rd DAY OF JULY, 2013. Votes in favor: Votes opposed: Votes abstained: ( SEAL ) BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO BY: Peggy Smith, Mayor ATTEST: _ Lu Berger, Town Clerk GRAND COUNTY, CO 1% SALES TAX COLLECTIONS BY MONTH AND YEAR Month 2013 vs 12 Collected For 2013 2012 2011 2010 2009 2008 2007 2006 2005 Inc(Dec) SEASONS January Nov $ 1691699 $ 1851079 $ 1721586 $ 1591415 $ 1751320 $ 2141608 $ 1451953 $ 1941309 $ 1781442 $ (15,380) -8% February Dec 2961736 3141398 3091191 2981824 3401470 3571529 4001916 3201851 2971753 (17,662) -6% March Jan 2731108 2391564 2581125 2461364 2831422 3241149 3051852 2831107 2361303 331545 14% WINTER April Feb 2741418 2581335 2441254 2481530 2561937 2801898 2901704 2681738 2531246 161083 6% May Mar 3281564 2961458 2941475 2951736 2981200 3591741 3461625 3421287 2971023 321106 11% June Apr - 1751909 1581478 1711128 1691726 2171207 2161385 2171527 1851687 MUD July May - 1481800 1361314 1401030 1471139 1811910 1891681 1881479 1451606 August Jun - 2471930 2371876 2121638 2131583 2651111 2821634 2671160 2321638 September Jul - 3221604 2981287 2941872 2731772 3231798 3401479 3341023 3021576 SUMMER October Aug - 2721397 2751928 2771208 2551285 3211777 3271478 3221494 2871969 November Sep - 2411146 2497643 2001958 2157812 2521437 2801714 2991402 2541639 December Oct - 1781353 1671812 1521619 1741095 2021085 2341838 2181215 2001415 Correction 2201629 Total $ 11342,526 $21880,973 $2,802,969 $2,918,951 $2,803,761 $3,301,253 $3,362,259 $3,256,592 $2,872,297 $ 48,691 -02000*1 2012 2011 2�0 2009 2008 2007 2006 2005 Year to date $ 11342,526 $1,293,834 $1,278,630 $1,248,870 $1,354,348 $1,536,926 $1,490,051 $1,409,292 $ 1,262,767 $ 48,691 4% f 2005 $1,262, 67 2006 $1,409,292 2007 $114901051 2008 $115361926 2009 $1,354,348 2010 $1,248,870 2011 $112781630 2012 $1129-3,834 2013 $1,3 2,526 $- $500,000 $1,000,000 $1,500,000 $2,000,000 FLOW PER DAY(MGD) O O O O O N (n V O N In V O N (n O In O Cn O U7 O In O Ln O MON TUE WED a THU FRI SAT 1 SUN MON I TUE 0 WED s THU 1 FRI SAT O SUN . 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W N -• O c0 00 --J O M .A W N � N O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O Cn .A � � � Cn O Cn r% Ph Cn O 'V -4 O � .9, {h� .A Cn O Cn Cn M Cn m -1 00 O 4�, W O E Cn -I 0 4�h W Cn Cn — NP6 W 00 V O N W W N4h. � W O Co � N 4 .A O -1 ? O 11 CD Cn CD CO O Cn N Cfl " 00 Cn O Cfl � O 00 N — O W W O I N N N N N N N N N N — — — — — — — -� � � � O O v O Cn .? W N -� O CD O v O Cn � W N -� O CO 00 �I O Cn P W N N _ O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . . . O O n :r�6 :o. :P .P n O P o6 o. .L C n O. O. C.n . . . . . . . . . . . o6 -rh- .P .!P O M Cn Cn � Cn O --1 S O N W H O .P O " CD W W N O Cn � O O � N N � W W O O Cn O V 0 4�, Cn O O v Cn O Cn W O O -4 — h 00 W O N N 00 CO .P Cn � W -� W W N N N N N N N N N N ' -� -� -� O (fl 1 0 v O Cn W N — 00 O v O Cn W N -� O co 00 -1 O Cn P W N -• II N O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 P P � � OOO � 4h. MM -4 --4M n � M -P, M0) nCnM'CnCn6) Ob) 6O -1 4 � Cn W O .A O W O � O W O CO N W N O W N W O W O O N O W W W p N N O (b W C31 O 00 Cn O �I W W �l P O O 0o O O O N Cn O O W -I MOM N W W N ")IN N N N N N N N ' „ -� O CO O v O Cn � W N'' O CO CO -J j O Cn A W N O O W V O Cn P. W N -� -1V � O = ocpcD � = OOmOZZDi � comzz -D-) � cmmoomo m0 c mzz -� - c O z z D O KIK.D (n < K �D/ Z < c Cn P W N O CO m V m Cn .A W N " O CO 011-410) Cn 4h. Cl N N O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 A CnCnOOCnCn � O V Cn .P � � � CnmCn � � � .p 4nZ w .PCn O w O O W O CO O O W V N 0 V W � N � CO O � ? .A V O N A A CO Cn O O d7 00 W Cn W 00 V C'� N W W Cn CO O W Cn N � -�,O i T V -P V DO Dtn N N N N N — — — _a — — — — — _a -P W N -� O O 00 V O Cn d� W N -� O Co Co V O Cn P CO N -� O' O O O O O O O O O .coo O O O O O O O O O O O O Z co Cn m n n O 00 V A -P Cn P, Cn O O n Cn 4�L -PL Cn M V O Cn -P, -4, P O N ? O CO " O O 00 O � CO V O V 00 N W N) -4, W .A Cn V ' O N C 0)O n O ( ( O j O co N N O CO C3 CD V I > D� � DCn xZ � � WW N N N iCJ W N ' O O W V O Cn .? W N O O co V O Cn W N O N O N O O O O O O O O O O O O O O O O O PP O O O O O 0 0 0 0 0 MMCri0 -4 --4 OCn � CnM0 V Cn � � � .PCn (S MM4h. cn V � Cn � Cn O N W CO V im ' Cb O V N CO CO 00 V Cfl 00 W V N Cb P N -A 00 1 0 CO Cn N N N O O Cn W CA V O Cn W 4 -� V O CO � W N /<I C -• O CO 00 V CA Cn -? W N O O (b V O Cn W N N W. O O O O O O O O O O O O O O O O O O O O O O IP�Oilp C_o CnCnCn6 V V 0Cn .4, MM 0Cn � � .4, M n6) Cn Vp.:cn O " Cn W 0 W V N O N A N V O CO V W .A co w Cn Q -n r, r, ,x O V V W W W W W N N CO P W Cn V V O N N -P CD < � D�D � < c Cb V OCn P�W NO co w V O Cn -;l W N) � -� O Oi D M O l!N0 Z O O CD Kcncn „ —I * --jKww „ —i * -iKK --iKwwm —Ig --'Kcncn „ OCDx = mcOCDx = mcOD COCDX = mCOCDX Zz —I — cpmzz —I — cpmz x mzz —I — COmZZ —I — 1 Do K Dcn -' ' 0 W -I O Cn W N`-� z Cp �I CA Cn � W N -� O NJ N O O O O O O O O O O O O O O O O O O 0 0 0 O O O �I V � Cn P •P Cn 0 m Cn Cn Cn Cn Cn Z V •P Cn Cn V Cn N O 00 M 0 O W Cn O W N " -P O Cn 00 00 .P W Cn W �I W �I Cn v Cn �I -� M, O Cn N W CO co Do cn i -' ' 0 Cb,-I CA Cn W N Z7 � N 1 N N N P W N O I 001-4 M Cn O OOOOOOOOOOOOOO p _ ©,O`O;0) OOOO �I0) -4M01 D- (AM A 'JCn � � •P WZ -0100) n NCDACb N0O .P0000000 -4 �I 0 Cn CA Cn N ' CA Cn 00 P �l CA N 00 M,N N N m CA < O �X �Z < N-) O CO Cb �l A n � W N 'I C CND ONO r-j ro C)N7 -NP N I O 0 0 0 0 0 0 0 0 0 0 0 N O' 0 0 0 0 0 0 0 0 0 O v CA Cn Cn � Cn Cn CA CA Cn � Z -4 •P Cn :06 :rl :Pk CA 66 00 O 00 Cn O Cp N O N CA � W 00 0 O 0 � � N W N 00 0 00 01 co N 0) CA) N " 000 CA W CWJ7 < <^ C 0 Cb �1 O Cn W N Z u, N N N N N N N Cb -I M Cn � W N N °- W 0000000000 . O O`O . :M 0000000 C0 �l M v Cn .P •P V �I v Q Cn Z 'V,•P M'- � � .P Cn Cn m M 00 00 N O O W v N O O O N -n m W,M O 0 W 0 M M 0 P O CA -� O O O CA I w N � --4 P N W N W O �l < K � 2 < C O' 0 W --4 M Cn •P W N -� Z Oo v M Cn P W N N N' Oi O O 0 O 0'-7 00 < O O O O i = - m C O m z D c rn m c D = m c c D - m c c p m z Z -I - o Z z -+ - comZ Z � c orn G < C N � '� � � Z �-� W W N h� N N N !J h] Fd �3 #� � � � -► a o o PP o o O o 0 0 o O O o o 0 0 0 -4 --4 °� Z bo C� -I -ICA -I -IMM000 -l �l �l �lM -1 N W j -n - co cn co CO -I co O N -4 N � O — -� -� N CJt co o co N o i Z N3 I C7 10 M -4 G} {Fr 4bb W N — Q CO Oo -1 0) m N O O — O o 0 N O O O O O O O O O O O O O O O O O O ~p�Z CO � v W -4 M -4 -4WaoWMW00000WW -4 N �i-n ^J -4 N N .P co N W W W .A N C)1 " -4 ' C l W W 0) O N O O P M W M CO v U1 0 O - -� � o O v I � 7 < C a O Q0 OP 4 01 to � W -A Q M M -4 03 CM � W O N _ -� G O 0 0 0 0 0 - - -� 0 0 0 0 0 0 0 0 0 OP oZ O � � o 000000 CO C0000000 -4 -4000 (000 �1 �1 �1 N "Il 0o W 11 CO W Ut -1 00 N 00 -J 00 •? W Cn 1 Co Co co CO CO o O Oo d, O o " 0 O CO - .P CO Cfl Cfl -� -4 CO 4 s -� Cn Ul < < C L.i7 (a] 7 '� Z W W R7 N h3 h3 N m f� - s 3 1 C4 � C31 CFI A w f 7 0 co �I a Cn ? W N O ' W O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PP Z 1 -- 0) 0 co W W � 0) C7 0) d7 d7 d7 C7 d7 p o v V v d7 a1 CO CO TI N �J �I 0) o O M M N M UI M p O O N W " V 0 M W 0 O 0) CO M O W W 0 " Cn 00 O m cn 0 --1 W " N 0 O } < < C _ I� Z q �; W N N N N iV 1x] tL EV o tp M -4 0 (XI co rQ O 0 CO -.E m CFI A W N � N o -n 0 0 p 0 1 cncn -n -j [c->-n4 cpcD � = mcOcD � = McpcD � = mcOc > xmmcOc m Z Z —I — C p m Z Z � — C O m Z Z —I — C O m Z Z —i — C O m Z Z K > cn '' I� W N N N N N N N N N N — — — -� -� -� -� O O 00 V O cn -? W N -� O O4 W V O Cn .P W N -� O O Oo V O Cr A W I -' p s 0 0 3 CO O O N CO O Cn W W W co j O CO -� -a CO oo ao 00 CO W V 0 O M O 0 M N J� V N V V CO �'� Cn OA co A � CO P N W W CO' -� W O O N — N Cn W O W O W co V O .P W Cn W O M W N W V V Cr cn — z W N'N N N N N O O 00 V•O Cn W N O Cfl W V O I Ul A W N -� O CO 00 V OA M O W N - � CDOniv Cn Cn O0o (flCbO -� :-4 :-4 V Cn -P- 1P, nCn V O V � NL-01— CO N V -� j V -� O Cn -N O On W 00 N O Cn N V O M O V O N W V V N -N N W O O Cn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -N 0 0 cn Z � � W N N N N N N N N N to 1 m m s w In O O 00 V Cn Cn -N W N ' O CO W V CA Cn - W N O Cfl W V CA Cn CO N O O O V O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O . . . . . . . . . . . . . . . . . . . . . 00 -P Cn .P M M Cn Cn � Cn M M M Q 0 O O Cn OA Cr Cn Cn M M Cn M 0):0) OA OA CA V 00 IN O 00 O W N S O O N .A V ' O O O " M O W A N N N)N -N W N M Cn M M O N Cn -P Cn N -N -N 0 W Cn V O O N W Cn M W " O N Cn W N W Cn O M 00 W � � N M Cn c z � W N N N N N N N N N N O O 00 V CA C31 p W N -� O O 00 V M M .1, W N -• O O CO V 0) O O O O O C O O O p O W N N N N'N N N N N N O (fl 00 V O Cn A W N O CO W V CA Cn W N O p co V 0 Cn O O C O CD ` O 0 O O I` -I * -19: cn v) „ -i * —iE: wwM —+ * -IEww „ -i * -� KwwM--j * -KKK = M c O c D x = m c.O c D x = m c O c D x = m c O c D X = m c O D comZZ --I - com;ZZ --+ - comZZ � - COMZZ - - cOmZ -< D O N N N N N N N N -� -� �J 'mil O Ul �P W N -� O O W �l O Cn A W N O O CO �I O CJl W N i p — i > > 1 — — — — — - . .� � . . . . . . . � CO 60 j -� N W A W W W P CJl O � N N W P W W W o Z W W v W CO Ul N O CO -1 O Ul N CO ' Co OD s Ul O W m N O CO - TI W � W 0 m � 0 N N N N O O O O -• Ul N -P61 O N N " W -4 -� W DD cri �N N N N N N N . . . . . . . . . . � �x O Ul A W N O O W -4 O Cn .A W N " O CO W V O) Ul .p W N O W Ul U1 O) -1 -I v O O � v � v v W W O O 00 O .p N W W -p Z 00 CO CO " O N N �I Ul CO CO O N v O Ul v 00 W " CO " N O -4 m 00 W O � s W -I W W -� 1 O O " W Ul Ul -1 W O A W O Ul O Ul � D O W W N MIN N N N N N N N ' ' . s . . ' -• W -4 O Ul A W N " O O W v O Cn A W N -� O O W v O Cn P W N -� t N N Or O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O _ Ul Ul Ul O m m m m Ul � � Ul W .A � � � A .p. .p .p .A � � {� Ul -P. p A -p � cn Z W W A O Ul .p N -1 Ul O W � � U1 U1 v Ul W CO W M � Ul Ul CO O Ul � Cn -I 00 OD A N N N O W N W CO � 00 -� CTI -I .p W �l �I N W O v W � W � O O O W � Do W N N N N N MIN N N N ' „ . . . . . . . � 'n x O CO CO �1 O Ul � W N ' O CO W -4 O Ul -P W N ” O CO 00 -! O) 01 � W N N � O W O C) Z plTl 0 D�C7 N N N N N N N N N N - - — — -� -� — s — — 'n � CO W V O Ul +i W N O co W V O U7 -P W N O CO CO -I W Ul 4I W to, -� Ir N N O 02 O 1l 0 9: cn cn „ —i cn cn „ —1 0 -n —I CO cn -n OcD � =imcOcD � = mcOcD � = mcOc cpcD ZZ —I — C0MZZ —I — CpmZZ —► — CpmZZ ZZ —I 'U >> cn j O CO W -4 O Cn A W N O co 00 'J O Cn A CO N s O Co W 0 0 0 0 0 -y - - ' � . . . . 1 . 0 0 0 0 00 0 0 0 0 0 0 W N N N -� -� O OO 00 QD Z CSC CO N Cn O O O O Cn N O Cn v co co " Cn O N A N M O O -4 v O -4 N W Cn 0 O CA A s 0o W v CO 00 O O i"Tl co N CWn � N W � CO 0 CO 0 < C N � CO 00 1 O Cn A W N 1 OOOo -I OCnA WFN O " OOOo -J X0000000000000000 � � � � _ -� -� � � . . . . . NCOCoM --4 -4 �I � OO W OoWWWCOOOOO OZ Oo ul " N co co co CncoNOOAACnOANNA0N) --4 " 4h, � co N CA O -1 O -� O O O M Cn M O W W W 00 W O O co TI W � O cn - CO W � 1 < C < C -' -' . ' . O' O CO v d7 Cn A W N i z W -I O Cn A W N N N O O O O O O O O O O O O O O O O O O O 0 0 0 C nC nCnCnCnCnAmCnCnCnCnCnCnCnCnCnCn NZ Cn -Pcn O -1 00 A ' " 00 O Cn A N N O N " O Cn A 1 J m O N N O O A Cn co W 0o 00 O CO W -J O W W O cn 0 00 -I 0 Cn A W s N W _ IPP O C) Z O O O < O °o °0 00 0 0 Dc Dcn CA Cn A W N O CO Co v CA Cn A W N -� O N A _ O O 0 O O Z O O O O O p O 0 „ —I cn (n „ —+ C— -- cncn „ � * —i E: cncn = mcOcDx = mcpC c0C: > cOcD � = mC - comzZ -i - cornZr mzz -- - comzz -W - cam O W -4 O Cn _p W N W N N N N N.N N N N 0 0 0 0 0 0 0 0 0 O _ -� 0 0 0 0 0 0 0 0 0 0 0 Cn .P P. C~O 0 W W O O Z W O CO O O j W W v v v rQ m m cnn 00 0 Co N N co W Can N < C < C �p v 0 W N N N N N N N O O W 'V O Cn A W N N' W Ul N O Z N O ., P W N N N N � 0 0 3 W > j (� - Cn O 00 W - O N W N O P - N O N " N N N .P W O W N N N N N N N N N;N -� O CO O D -I O Ul -P W N ”I O CO N 0 0 0 0 0 0 O _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -IOOOCn0) m PCn OCnCncn � CPCnmm4h, -P -P W W " CO CO N -n co 00 N W W Cn -� O m O cn Ul " m CO m OOOOW 00 co CO W W � NNONOOb -P. W N �cn < z < c -� -� CO W O Cn W N l '� Z W N N N N N N N N N O O CO W -4 O Cn � W N O O W N O W O 0 0 � O CD Z O O O Olm p p p cn < C D < C -� co W v O CJ7 W N ' W N N N N N N N N N N O O O Co -4 O Cn A W N -� O CO W v P O O O O O'I-Il OOOO Cl) -n --j �nv� „ —tg —i � cncn c0c cpcD � = mcOc > xmmcpcD � = mcOcD MZG) mzz - - comzz � - comzz - 22cprnzz --1 <:o KK < c ' Z G) W W N N N N N N N N N N — O O W 4 O Ul A W N — O 0 W H O Cn D W M — 0 N O WO Z co Cn O CA CA C0 0 U1 C0 'J Q O M Cn Cn Cn O O O O CP O O -4'M I TI 00 v v Ul .P W W M O N M I W 0 00 4 O 4 W O 0 W O 00 N Co M — O O Ul l N O CA N CA O N l C31 CA CA Cb -� O O ' N O >,cn N N N N N N,N N N N O O W � C0 M O W N -� O 0 M ' 4 O m -P W N -� O O N co __j CN31 Z Cr Cb N 00 co 0o 00 00 00 0 O -� - W W N N N N W W W P W 0 Cn y -n -� -' -' � � -P N C-n 4 " 00 0 .P N 4 O O CJl 0 O 4�, W 0 M O 0 4 00 W 0 W < �`� < C cn N N N — — — — O 0 M 4 M M � W N ' O 0 00 4 O C31 , W N O O 00 �l N O N 3 O O O O O O O O O O O O O O O O O O O O O O O O O N Z O CP 4 J M 'mil 0 4 -,I 0 -I 00 Cn CO 4 M 6 m CA O CA V d7 M CA M 0 4 CO W O O N O C O W C I Q M 4 — 0 0 0 'V O O — W O s W O O s M O m 4 W — N 00 N) -A .? 0 � N � W W M 0 M 0 4 0 0 M C T K N C G) Z � D X W W N N N N N N N N N N ' ' O 0 00 4 0 Cn .A W N O 0 W H O M -P W O W O 0 0 0 0 n 0 00 C 0 O O O O 0 a D C D x Z G) O 0 M 4 M 01 4h, W N O 0 W -4 M M O W N N P _ O O 0 O C) Z O O OD OOITI 0000 Cl) -n cn „ � g —I � cncn „ -� g —I � cncn „ -� � —I � cnv, —i cpcD22 = mcpcD � = mcpcD � = mcpC > mmcpcDm' = m mzz -I - comzz � - c0mzz -t - comzz -i* - comzz -I - co D cn < c W W N N N N N N N N N O O W v O Cn A W N -� O O Co �l 0 Cn � W N ' O O U1 A W N S a E O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cnfv W -IPAo, p, � -r�, mmcnmM cn cnmm0m000m iN W WOCn V W OOONO OWCnMM V " � W W O -ICnON N .P " O O I M N �l O N CO ' O W W � O Cn O W O W N N -I N M CO O W M CO W i i I W W N N N N N N N N N N . . . . . . . . . . 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G Z 00 W cn N WO O O cn < � D�D � GC i ° o o it o Z oo o ° m D Dcn o o p o < o ' � G0000 1 e 2013 ECONOMIC IMPACT REPORT 10 1 -t Y Ey rc IITIVF SUMMARY THE FOLLOWING REPORT PRESENTS THE BEST CALCULATIONS AND ESTIMATES FROM THE SNOWBALL MUSIC FESTIVAL ("SNOWBALL") ORGANIZERS REGARDING THE ECO- NOMIC IMPACT OF THE FESTIVAL ON THE WINTER PARK AND FRASER COMMUNITIES. THE REPORT TAKES INTO ACCOUNT THE SPENDING OF NON-LOCAL EVENT ATTENDEES DURING THEIR STAY IN THE AREA, AS WELL AS INCREASED SPENDING BY LOCAL RESIDENTS AS A RESULT OF THEIR PARTICIPATION IN SNOWBALL. THE PRESENCE OF LARGE SCALE EVENTS PRESENTS TREMENDOUS OPPORTUNITIES FOR PROFITS AS A RESULT OF NEWCOMERS PURCHASING LOCAL GOODS AND SER- VICES THAT OUTWEIGHT THE INHERENT EXPENSES INCURRED BY THE LOCAL AREA. IN THE THIRD YEAR OF SNOWBALL (AND ITS FIRST YEAR IN WINTER PARK), OVER 96.4% OF ATTENDEES TRAVELED FROM OUTSIDE OF THE WINTER PARK AND FRASER AREAS. THE INFLUX OF PEOPLE POSITIVELY AFFECTS PRICING, STAFFING, AND REVENUES FROM EVERYTHING TO LODGING, RESTAURANTS, GAS STATIONS, SKI RENTAL SHOPS, & MORE. AFTER COLLECTING AND ANALYZING DATA FROM A COMPREHENSIVE SURVEY OF OVER 500 SNOWBALL ATTENDEES, WE HAVE CALCULATED THAT BOTH LOCAL & NON-LOCAL ATTENDEES SPENT A SIGNIFICANT AMOUNT OF MONEY IN CONJUCTION WITH SNOWBALL 2013. EXPENDITURES INCLUDE, BUT ARE NOT LIMITED TO, FOOD AND DRINK, ACCOMODATIONS, OUTSIDE ENTERTAINMENT AND SPENDING AT LOCAL RETAIL ESTABLISHMENTS. AS WINTER PARK AND FRASER DO NOT BENEFIT DIRECTLY FROM LONG DISTANCE TRANSPORTATION COSTS, SUCH AS AIRFARE, THESE NUMBERS ARE NOT INCLUDED IN THE STUDY. THIS ECONOMIC IMPACT REPORT CONSIDERS ONLY THE DIRECT SPENDING BY LOCAL AND NON-LOCAL SNOWBALL ATTENDEES. ABOUT THE SNOWBALLMUSIC FESTIVAL THE SNOWBALL MUSIC FESTIVAL IS IN IT'S THIRD YEAR OF OPERATION, AND ITS FIRST IN THE TOWNS OF WINTER PARK& FRASER. IT IS AMONG THE LARGEST MUSIC FESTIVALS IN COLORADO AND TAKES PLACE ON ALARGE FIELD IN GRAND PARK. IT OCCURS IN MID- MARCH OVER THE COURSE OF THREE DAYS AND, IN ADDITION TO MUSICAL ACTS, ALSO INCORPORATES SEVERAL ARTISTIC AND WINTER-SPORTS ELEMENTS SUCH AS A NUMBER OF LOCAL VENDORS, FIREWORK DISPLAYS, ICE SCULPTING, AND ON-SITE BIG AIR DISPLAYS. ADDITIONALLY, THE FESTIVAL ORGANIZERS PRODUCE THE SNOWGLOBE MUSIC FESTIVAL,WHICH OCCURS OVER THE NEW YEARS WEEKEND IN SOUTH LAKE TAHOE, CA. THE SUBJECT OF THIS ECONOMIC IMPACT STUDY IS THE 2013 SNOWBALL MUSIC FES- TIVAL,WHICH WAS HELD ON FRIDAY MARCH 8TH, 2013. THE FESTIVAL FEATURED SOME OF THE BIGGEST NAMES IN MUSIC, INCLUDING PRETTY LIGHTS, STS9, BIG GIGANTIC, KENDRICK LAMAR, PORTUGAL. THE MAN, ROBERT RANDOLPH AND THE FAMILY BAND, AND KREWELLA. IN TOTAL, OVER 36,000 FANS CAME FROM AROUND THE WORLD TO ATTEND SNOWBALL 2013 --WITH THE VAST MAJORITY OF THEM ATTENDING ALL 3 DAYS. `•+R Ear � � � •�.� r��� �\\ • �^ � ...: SIT L 1 pp ATTENDEE SPENDING PIJTSIDF OF THE FESTIVAL THOUGH ATTENDEES DO SPEND A SIZEABLE AMOUNT OF MONEY BOTH ON FESTIVAL TICKETS AND ITEMS INSIDE THE ACTUAL EVENT, WE HAVE FOUND THAT EVEN MORE IS SPENT OUTSIDE OF THE FESTIVAL. BETWEEN ACCOMMODATIONS, TRANSPORTATION, BASIC NECESSITIES (SUCH AS FOOD AND DRINK), AND OTHER ENTERTAINMENT VENTURES, THE AVERAGE ATTENDEE SPENT SEVERAL HUNDRED DOLLARS. THE FOLLOWING SECTIONS OUTLINE THESE EXPENDITURES IN GREATER DETAIL. LODGING EXPENDITURES OF THE ROUGHLY 500 SURVEY RESPONDENTS, 11 .5% SAID THEY STAYED IN A HOTEL, RENTAL, OR CONDO. THE NEXT MOST POPULAR OPTION WASA `FRIEND'S HOUSE,' WHICH WAS SELECTED BY 23% OF RESPONDENTS. AFTER GENERALIZING THE LATTER MENTIONED PERCENTAGES ACROSS THE ENTIRE POPULATION OF ATTENDEES, WE ESTIMATE THAT 8,580 ATTENDEES PAID FOR LODGING IN WINTER PARK & FRASER COMMUNITIES. OUR SURVEY RESULTS THAT THE AVERAGE ATTENDEE TRAVELED IN A GROUP OF 4.1 PEOPLE AND STAYED FOR 2.9 NIGHTS, WHILE THE GROUP SPENT A TOTAL OF $196.80 ON LODGING EACH NIGHT. THIS AVERAGES OUT TO $48.00 PER PERSON, PER NIGHT, WHICH AMOUNTS TO $139 PER PERSON BEING SPENT ON LODGING OVER THE COURSE OF THE EVENT. USING OUR ESTIMATE OF 87580 LODGING ATTENDEES, WE APPROXIMATE THE TOTAL AMOUNT SPENT BY OUR 2013 ATTENDEES TO BE $171947 389. � �n t ---� 00 ir A-' �f �. r ADDITIONAL A 6 "DENDING WHILE SNOWBALL DOES, PRESUMABLY, CONSUME THE MAJORITY OF EACH ATTENDEE'S TIME OVER THE COURSE OF THE THREE DAYS, THERE IS ALSO ASIGNIFI- CANT AMOUNT OF FREE TIME TO BE SPENT OUTSIDE OF THE EVENT, WHETHER THAT MEANS SHOPPING, EATING OUT OR SEEKING ALTERNATIVE ENTERTAINMENT. BECAUSE THE CITY OF WINTER PARK & FRASER EACH OFFER SUCH A WIDE RANGE OF DINING AND ENTERTAINMENT OPTIONS, WE FIND THAT THE AVERAGE ATTENDEE DOES SPEND A SIGNIFICANT AMOUNT OF MONEY IN THE CITY ITSELF. BASED ON OUR SURVEY RESULTS, WE HAVE DETERMINED THAT THE AVERAGE ATTENDEE SPENT $263.13 OUTSIDE OF THE FESTIVAL. AFTER GENERALIZING THIS NUMBER ACROSS THE ENTIRE POPULATION OF ATTENDEES, WE HAVE CALCULATED THE TOTAL AMOUNT SPENT TO BE %K%#9 I V. ,V THE FOLLOWING CHART DEPICTS A MORE IN-DEPTH BREAKDOWN OF THE AVERAGE ATTENDEE EXPENDITURES: Ot^er Activties $31.70 Entertainment lex.5gy $23.19 7' Dining $0.31 gar/Dnnk Expenses $4q 81 Shopping $32-77 0:^_r Ca-_xaenses f0asJ 44 Car Parking S7 gd Taws and Transport $11.93 $0.40 $10.00 $30.00 S30m $40.00 554.04 $60.00 S70m ADDITIONAL SPENDING [CONTINUED] PLEASE NOTE THAT THESE NUMBERS ARE CUMULATIVE AVERAGES OF BOTH LOCAL AND NON-LOCAL ATTENDEES. IT CAN BE REASONABLY ASSUMED THAT THE AVERAGE NON-LOCAL ATTENDEE WILL SPEND MORE THAN A LOCAL, AS THEY HAVE EASY ACCESS TO COST-REDUCING AMENITIES SUCH AS KITCHENS AND FULLY-STOCKED PANTRIES. FURTHERMORE, LOCAL ATTRACTIONS ARE FAR MORE LIKELY TO BE UTILIZIED BY TOURIST WHO APPRECIATE THE NOVELTY OF THESE ACTIVITIES. THUS, WHILE THE GROSS REVENUE IS AN ACCURATE DEPICTION OF THE AMOUNT OF MONEY SPENT IN WINTER PARK & ERASER, THE AVERAGE AMOUNT SPENT BY INDIVIDUAL ATTENDEES LIKELY HAS A WIDE VARIABILITY. A\A 1 SUMMARY OF ATTENDEE SPENDING RS161 u d i IVAL USING THE DATA MENTIONED IN THE PREVIOUS TWO SECTIONS, WE HAVE DETER- MINED THAT THE AVERAGE LOCAL ATTENDEE SPENT 35A ') OVER THE COURSE OF THE FESTIVAL. WHEN LODGING IS ALSO CONSIDERED FOR NON-LOCALS, THEIR AVERAGE SPENDING COMES OUT TO $528.?". PLEASE NOTE THAT THESE NUMBERS REPRESENT MONEY SPENT EXCLUSIVELY OUTSIDE OF THE FESTIVAL AND ALL OTHER EXPENSES, SUCH AS FESTIVAL PASS AND MERCHANDISE, ARE NOT INCLUDED IN THIS REPORT. AS A WHOLE, THIS MEANS THAT WITHIN THE CITIES OF WINTER PARK AND FRASER, WE ESTIMATE THAT X5,163,363.9, WAS SPENT BY SNOWBALL ATTENDEES IN 2013. K `f vhf / 3:13 PM Winter Park Fraser Valley Chamber of Commerce 06/17/13 Accrual Basis Transaction Detail By Account January ate through NTamee 17, 2013 Memo 7-5999 - Special Events Revenue 7-7855-Snowball Festival 02/28/2013 Fraser Snowball sponsorship 02/28/2013 Grand County Snowball sponsorship 03/01/2013 Granby Chamber sponsorship invoice for snowb 03/04/2013 Town of Granby Snowball 03/21/2013 Fraser Snowball sponsorship paid in 2012 03/31/2013 Grand County Snowball sponsorship 03/31/2013 GCCTB Snowball sponsorship recd in 2012 05/31/2013 Fraser additional snowball sponsorship Total 7-7855 - Snowball Festival Total 7-5999 - Special Events Revenue TOTAL Page 1 of 2 3:13 PM Winter Park Fraser Valley Chamber of Commerce 06/17/13 Accrual Basis Transaction Detail By Account J aAn mo rr/t 1 through June 17, 2013 7-5999 - Special Events Revenue 7-7855-Snowball Festival 15,000.00 10,300.00 1,000.00 1,400.00 5,000.00 10,000.00 15,000.00 5,000.00 Total 7-7855 Snowball Festival 621700.00 Total 7-5999 - Special Events Revenue 621700.00 TOTAL 62,700.00 Page 2 of 2 Town of Fraser Sales Tax Report-Actual Collections 2010 2011 $Amt+/- % +/- 2011 2012 $Amt+/- % +/- 2012 2013 $Amt+/- % Jan $1341819 $1391733 41914 3.52 $1391733 $1351024 -41709 -3.49 $1351024 $1541698 191674 12.72 Feb $1491114 $1321193 -161921 -12.80 $1321193 $1441032 111840 8.22 $1441032 $1481979 41946 3.32 March $1581524 $1591740 11216 0.76 $1591740 $1501273 -91467 -6.30 $1501273 $1711102 201829 12.17 April $981990 $1101982 111991 10.80 $1101982 $1181196 71214 6.10 $1181196 $1091023 -91173 -8.41 May $831459 $771649 -51810 -7.48 $771649 $841564 61915 8.18 $841564 $0 -84,564 #DIV/0! June $1101052 $1141268 41216 3.69 $114,268 $131,359 171091 13.01 $1311359 $0 -1311359 #DIV/0! July $1401260 $1421320 21060 1.45 $1421320 $2091054 661734 31.92 $2091054 $0 -2091054 #DIV/0! Aug $1231224 $1911380 681156 35.61 $1911380 $1281839 -621541 -48.54 $1281839 $0 -1281839 #DIV/0! Sept $1041069 $1081044 31975 3.68 $1081044 $1151404 71360 6.38 $1151404 $0 -1151404 #DIV/0! Oct $911135 $901443 -692 -0.77 $901443 $881338 -21105 -2.38 $881338 $0 -881338 #DIV/0! Nov $1491247 $1061888 -421359 -39.63 $1061888 $1061965 77 0.07 $1061965 $0 -1061965 #DIV/0! Dec $1831171 $1711182 -111990 -7.00 $1711182 $1781196 71015 3.94 $178,196 $0 -1781196 #DIV/0! Total $115261065 $115441822 181757 1.23 $115441822 $115901245 451423 2.94 $1,5901245 $5831802 -110061443 -63.29 Budget $1,600,000 $1,550,000 -501000 -3.23 $115501000 $1155010001 0 0.00 $115501000 $116001000 501000 3.13 Amt+/- -$731935 -$51178 -$51178 $401245 $401245 -$110161198 % +/- -4.62 -0.33 -0.33 2.60 2.60 -63.51 Town of Fraser Sales Tax Report-Adjusted Collections 2010 2011 $Amt+/- % +/- 2011 2012 $Amt+/- % +/- 2012 2013 $Amt+/- % Prev Yr $101447 $201448 101001 48.91 $201448 $211722 11274 5.87 $211722 $71542 -141180 -188.01 Jan $1391519 $1291595 -91924 -7.66 $1291595 $1371782 81187 5.94 $1371782 $1541688 161906 10.93 Feb $1411138 $1361651 -41487 -3.28 $1361651 $1411872 51221 3.68 $1411872 $1441004 21132 1.48 March $1571146 $1641329 71183 4.37 $1641329 $1641692 363 0.22 $1641692 $1701523 51831 3.42 April $1001453 $1001189 -264 -0.26 $1001189 $1011628 11439 1.42 $1011628 $107,045 51417 5.06 May $831629 $731967 -91662 -13.06 $731967 $821457 81490 10.30 $821457 $0 -821457 #DIV/0! June $1121008 $1091386 -21622 -2.40 $1091386 $1241870 151484 12.40 $1241870 $0 -1241870 #DIV/0! July $1411137 $1421320 11183 0.83 $142,320 $142,786 466 0.33 $1421786 $0 -1421786 #DIV/0! Aug $1201760 $1911380 701620 36.90 $1911380 $1901176 -11204 -0.63 $1901176 $0 -1901176 #DIV/0! Sept $1111732 $1081044 -31688 -3.41 $1081044 $1141569 61525 5.70 $1141569 $0 -1141569 #DIV/0! Oct $951341 $901443 -41898 -5.42 $901443 $851853 -41590 -5.35 $851853 $0 -85,853 #DIV/0! Nov $1341608 $1061888 -271720 -25.93 $1061888 $1071022 134 0.13 $1071022 $0 -1071022 #DIV/0! Dec $1781147 $1711182 -61965 -4.07 $1711182 $1741816 31634 2.08 $1741816 $0 -17418161 #DIV/0! Total $115261065 $115441822 181757 1.23 $115441822 $115901245 451423 2.94 $115901245 $5831802 -110061443 -63.29 Budget $1,600,000 $1,550,000 501000 -3.23 $115501000 $115501000 0 0.00 $115501000 $116001000 501000 3.13 Amt+/- -$731935 -$51178 -$51178 $401245 $401245 -$110161198 % +/- -4.62 -0.33 1 -0.33 2.60 1 2.60 -63.511 1 (U)6 o co oo o h O i o o 0 0 0 N O O o M M s' N in ) O N V CO N N O (v) �A (6 _�O O O V Oo LN V O 0 00 1- V Lo N `y E = O N p (a O 000 000 � O N (co OM F O NODN � aN LON 00 } N V CO U L 613, O N (A D (6 N N co 0) tf O O � O O o 0 ° 00 N 0 M CO - M V a0 (D r r a O �_ _ O - O -0 U CO N p E V O N 0-)- - 0 O I- V N O N E p O N LO o0 O V N I� N C N (a N V N N N O � N u O O > ?� Q N a) 'U O o Z (D U N O 0 O o 0 0 o O o U M o M \ o \ OO O ()O X I- 00 Q O C -0 E c 00 r r N Q (�6 .� OU p In co N LO CO I- (o U N -� cn � � V O (f) O LO LO - (6 OD O O 0) Gq L 0 (J 0 O H D L6 O L6 N o+�" >+ fB N CO V O } N N ('7 CO O C `p o V N I- N LO r- G LL O 0) A O G � 7-, C: 0 W p N O Q O .0 O o 0' 0 0 0 0 0 00 LL E U o in c N C M r M 00 0 N U Q- O .0 r r > 61)M U U (6 (D -o N � � N C) O O O O 0 = O N I- O CO - r- Z o (i6 OU U r (o N CO D O N N N O i p _� Q O c3 O 00 V N ~ O N co Lo Z U (7 C:) a�i � N VN I- � N NLr) O Z oo cn Z3 �. ++ c � OU O V N .0 N N Q � X 0 U U Q C 0 0 0 0 o \° o o .E N G o V I- LO L o � LO a o a) +, M O M 0 O C N J m N .(X6 p O � M E �' °-�) 00 00 0000 0000 LO ov O U N W X -O LLI N C N V N O O O N O N V 00 Cf) E O p U '1 i CO V O H p CO CO O O O J 0 (6 (6 N v N V N O } N O LO N r N L(� I- N U) T- U O O r r U 0 ° �' O �' a) o 0 0 a) ° o 0 LL U U Q cpi (n v I� LO v o rn LO c o LL a) ca ° cn U U Q Q .O X -0 4) 0 Q m Q m o � �' H LO O LO LO co 0 Q O >. 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U C') (n N (p (n -t C') C') m N R R (n (O CO (O (O (O h (n Q L N O Cl) «D Cl) W N R U R — O h' O) CV ': K W O) ' W R O — N Cl) R N — N N N z O t Lo W W N M (N O - O) p N (3) h (O (n O) R R h CO U ......... ^ ^ - of (O N co O co N D N N M M — — — N N Q (O 00 CO O M (D c0 CO 0)M 00 R h R (00 W N Z ................................ R O R O) O) O O (n (p ('M N N N (n R N (n M N M 0 M H U W J O R Cn _ R J O ff - W O W (O (NO R M O O R ('M I� O) I� (n R (O CO N U ............... Q N N N R — N N X H a Z N N N LO N N N OO co G W C Q O h R M (n (n m R CO N G Z O U (n N R (L M N ((D N _. U � ................ R N N M (00 R R M M N ao 06 (7 Co (n 0) O IF Cl) CO O ItF Z Cl) CO R CO h h 00 (O cc0 O O (n N O (n M h O ......... C N (n (O W M N W (3) O (3) 0 J N W M O O N 00 N N N Cn m LO Q Q O (NO W oN) OOi � O M m LO 00 N M N N N (n N VN Cl) h CO 0 0 Cn O O N O N (n CO O) (O h (n N CO O N Cl) (n (3) O CO N (3) ...................... W W W CV — CV O) R (O (n N N N R (O (O (O (n R R R R CO h (D O) (O O — (D O 10 O O) N O) CO O) R — CO O R y (O (O O N O (O - O) R M' O) - N R (n O) M' M' N N N R M M M N M M LL CO M M M (O (O h (n (O O h c0 (n Cl) N (O M — N Co — N R O (n (n N h (n (O O) CO U) CO Cl)co ................. N N Cl) (LO MV Cl)co M OC') R Cl) Cl) R (n (O h CO O) O_ �_ N_ Cl) O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N 0 0 0 0 0 0 0 0 0 0 a ❑ � ❑ ® � � � � � � C O L O R A D O U p pee"10dae $rietitig To: Mayor Smith and Board of Trustees From: Allen Nordin, Director of Public Works Date: July 3, 2013 Subject: 760 Wapiti Drive, Ptarmigan Bend Townhomes HOA; Request for a Temporary Encroachment Easement Agreement In preparation for the construction of the Town's Phase 3 drainage improvement project on lower Wapiti Drive, the retaining wall located at 760 Wapiti Drive, Ptarmigan Bend Townhomes was identified as having failed and in need of replacement. I contacted the President of the Ptarmigan Bend Townhomes Homeowners Association ('Owners') to discuss this matter. The Town initiated survey work and upon further review, it was determined that the entire existing retaining wall encroaches completely into the public right-of-way(ROW). As mentioned above, the retaining wall has failed and needs to be demolished, reconstructed and the parking area reestablished onto their property. The survey also indicated that the existing retaining wall was in close proximity to the Town's underground utilities (water and sewer). The Owner has indicated they would like to retain as much of the parking area above the wall as possible and inquired if the Town of Fraser would be willing to enter into an encroachment easement agreement, as prepared by the Town attorney and attached, with the Owners for the purpose of rebuilding the parking area retaining wall in the new location. Both the Town and the Owner have agreed to a new retaining wall location within the ROW that provides a 10-foot setback from the utilities. The HOA respectfully requests the Town Board to consider entering into this easement agreement to allow for their retaining wall to be reconstructed in the new location within the public ROW as identified in Exhibit A of the agreement. Furthermore, the HOA has agreed to reimburse the Town for all costs incurred by the Town in connection with the preparation and execution of the Agreement, including but not limited to the surveying fees, recording fees and attorney fees, as invoiced by the Town. (See Resolution) Staff recommends approval of Resolution 2013-07-01 authorizing the Town Manager to enter into a Temporary Encroachment Easement Agreement for the parking area retaining wall for the Ptarmigan Bend Townhomes property located at 760 Wapiti Drive. Please contact me in advance of the meeting with any questions or concerns. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com 760 Wapiti Drive Site Map (Shown in red) Water Line Sewer Line (Approximate locations for reference purposes only) vv r i n r r . w - • I { t Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 ww\n/.frasercolorado.com ,R\ - (4'c:. ,., ��,` `•' ', .. •\>•i ,,rat' 4 _..,}° t ` •:� 'd r.�:' •, ,•. �r'I^':%'� ,b. '-ter., .r „" ,�� t� �k ry f 54r • — . 'A�A. - ,. �,�r`"'t f= _ . M r ,r f to ,A ;`!� '4f'�-, v ' _ .�' •ki.,' ��! �, r.-ar; Vs --•'.t`I'` ' •°�. -r 7 Nx;�, tS{%rrf a, :,r• .?... 'J; "1°I. .. � i.•• r '• iC' ,-:�a��i(i;;l �i�• �c �',f , �L .aY ..J, �� r r�s' A =-< w 1 aye . ;3.•..\'`�.: — ,rte— <-:y3 :•�.:: p�' i±,,; .. • �' r J .•fit'• .`;'e' ` '�� - '� d,i' �- a + A f- . wti 'alp ��� t `.•�_ $} 'S Y `.c: � 4�v ' TEMPORARY ENCROACHMENT EASEMENT AGREEMENT THIS TEMPORARY ENCROACHMENT EASEMENT AGREEMENT is made this day of ,2013,between the TOWN OF FRASER, a municipal corporation, P.O. Box 370, Fraser, CO 80442 (the "Town"); and MCKENNA PROPERTIES, LLC, a Colorado limited liability company(as to Unit A), SAM G. SHEPPARD(as to Unit B), and GAIL R. SMART (as to Unit C) (collectively, "Owner"),whose address is WHEREAS, Owner is the owner of real estate situated in the Town of Fraser, Grand County, Colorado described as follows: UNITS A,B &C, PTARMIGAN BEND TOWNHOUSES,ACCORDING TO THE AS- BUILT PLAT RECORDED APRIL 15, 1982 UNDER RECEPTION NO. 192676, COUNTY OF GRAND, STATE OF COLORADO. (hereinafter"Owner's Property"); and WHEREAS, a retaining wall for the driveway on Owner's Property encroaches into the fifty foot wide right-of-way of Wapiti Drive adjacent to Owner's Property,which right of way was dedicated to the Town; and WHEREAS, Owner has requested, and the Town has agreed to grant a temporary encroachment easement for the replacement,maintenance and repair of such retaining wall in accordance with the terms of this Agreement; and WHEREAS, it is the intent of the parties that the terms of this Agreement shall be binding upon Owner and all future owners of Owner's Property. NOW THEREFORE, in consideration of the premises above set forth and for good and valuable consideration the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: (1) The Town hereby grants to Owner a temporary,non-exclusive easement for the replacement,maintenance and repair of the existing retaining wall,which easement is more fully described on Exhibit "A" attached hereto and incorporated herein by reference (the "Easement"). Prior to replacement of such retaining wall, Owner shall provide Town with the plans and specifications for the removal of the existing wall and construction of the replacement retaining wall. Such plans and specification shall be subject to Town approval. Owner understands that the Town is undertaking drainage improvements on the right-of-way where the retaining wall is located. Owner shall coordinate its plans and construction in order not to interfere with or delay such drainage improvements. All construction,maintenance and repair work within the Easement by or on behalf of Owner shall be done in a timely and good and workmanlike manner and in accordance with all applicable laws and regulations. The surface of the Easement shall be returned to at least the same condition as it was in immediately preceding such construction, maintenance or repair work including, without limitation,revegetation and landscaping, grading, compaction, drainage, and removal of any debris. If Owner fails to proceed with submission of the required plans and specifications and to complete the reconstruction of the retaining wall by October 1, 2013,then the Town may terminate the Easement and this Agreement by notice to Owner and recording a termination statement with the Clerk and Recorder. In the event of such termination, Owner shall be required to remove any remaining encroachment from the right-of- way as provided in Paragraph 4 below. (2) In consideration for the Easement, Owner shall pay the Town the sum of$10.00, which shall be payable upon approval of this Agreement by the Fraser Board of Trustees and prior to delivery of the original of this Agreement to Owner. (3) The Easement is nonexclusive. The Town may use the area encompassed by the Easement in any manner whatsoever, so long as such use is consistent with the temporary Easement herein granted. Owner acknowledges that routine road maintenance and snow removal operations by the Town on the right-of-way may cause damage to the retaining wall. The Town shall not be liable for any such damage and Owner shall be solely responsible for any necessary repairs. Owner further acknowledges that there are existing Town water and sewer lines in the street right-of-way, located under or near where the replacement retaining wall will be installed by Owner. If it is becomes necessary for the Town to repair or replace such water and sewer lines, Owner shall be responsible for reimbursement of any additional costs incurred by the Town due to the existence of the retaining wall within the right-of-way and Owner shall also bear all costs of repairing, removing or relocating the retaining wall as required for the conduct of such water main work. Reimbursement for any such costs incurred by the Town shall be paid within thirty(30) days after an invoice is sent to Owner at the address set forth above, or such other address as he may hereafter furnish to the Town in writing. The provisions of this Paragraph 3 shall not preclude the Town from terminating the Easement, as provided in Paragraph 4 below, in its discretion. (4) The Easement shall terminate upon the removal, destruction or abandonment of the retaining wall installed by Owner or that part thereof that encroaches upon the public right- of-way. The Town may also terminate the Easement,upon not less than thirty(30) days written notice to Owner, if the Fraser Board of Trustees determines that removal of the retaining wall is necessary for the installation of street or utility improvements, or for other public health, safety and welfare reasons. The recording of an affidavit signed by the then Mayor of the Town of Fraser, attesting to the termination of the Easement as provided in this Paragraph, shall be conclusive evidence that the Easement has been so terminated. Upon such termination,by whatever means, Owner agrees to promptly remove the retaining wall and restore the right-of- way to the condition it was in prior to the construction of the wall. If Owner fails to commence such work within thirty(30) days after notification from the Town and diligently proceed to completion, the Town may itself perform the work and recover all costs thereof from Owner. -2- (5) In further consideration for the grant of the Easement, Owner agrees to indemnify and hold harmless the Town, its officers, employees, insurers, and self-insurance pool(the "Indemnified Parties"), from and against all liabilities, losses, claims, demands, damages and expenses, including reasonable attorney fees, incurred or suffered by the Indemnified Parties as a result of. (a) failure by Owner to perform any covenant or obligation required to be performed by Owner hereunder; (b)any accident, injury, or damage caused by, resulting from, arising out of or in any manner connected with the existence of the retaining wall upon the public right-of- way or the use of the Easement hereby granted; (d) structural failure of the retaining wall or any other claim, loss or damage due to Owner's installation of the wall; and(c) failure by Owner to comply with any requirement of any governmental authority. (6) This Agreement shall be binding upon and inure to the benefit of the parties,their heirs, successors, assigns and personal representatives, all other parties who may hereafter acquire an interest in the properties subject hereto, and except as otherwise provided herein, shall run with the land. In case of multiple Owners of the Owner's Property, each such Owner shall be jointly and severally obligated for the performance of Owner's responsibilities hereunder. IN WITNESS WHEREOF,the parties have hereunto subscribed their signatures, effective the date first above mentioned. TOWN TOWN OF FRASER, COLORADO BY: Peggy Smith, Mayor ( SEAL) ATTEST: Lu Berger, Town Clerk STATE OF COLORADO) ) SS COUNTY OF GRAND ) The foregoing instrument was acknowledged before me on , 2013,by Peggy Smith, as Mayor, and Lu Berger, as Town Clerk, of the Town of Fraser, Colorado, a municipal corporation of the State of Colorado. Witness my hand and official seal. My Commission expires: ( SEAL) Notary Public -3 - OWNER MCKENNA PROPERTIES,LLC, a Colorado limited liability company BY: TITLE: STATE OF ) ) SS COUNTY OF ) The foregoing instrument was acknowledged before me on , 2013,by , as of MCKENNA PROPERTIES,LLC, a Colorado limited liability company. Witness my hand and official seal. My Commission expires: ( SEAL) Notary Public (Additional signature pages follow) -4- OWNER SAM G. SHEPPARD STATE OF ) ) SS COUNTY OF ) The foregoing instrument was acknowledged before me on 12013, by SAM G. SHEPPARD. Witness my hand and official seal. My Commission expires: ( SEAL) Notary Public (Additional signature pages follow) -5- OWNER GAIL R. SMART STATE OF ) ) SS COUNTY OF ) The foregoing instrument was acknowledged before me on , 2013, by GAIL R. SMART. Witness my hand and official seal. My Commission expires: ( SEAL) Notary Public -6- KERVIN INC r SURVEYING June 21,2013 EXHIBIT "A" LEGAL DESCRIPTION -WALL EASEMENT A Wall Easement located in Wapitti Drive right-of-way as shown on the plat of Ptarmigan recorded January 8, 1973 as Reception Number 125924 of the records of Grand County, Colorado, located in a portion of Section 19, T1 S, R75W of the 6th P.M., Town of Fraser, County of Grand State of Colorado, more particularly described as follows: COMMENCING at the Southwest Corner of Ptarmigan Bend Townhouses, a subdivision recorded April 15, 1982 as Reception Number 192676 of the records of Grand County, Colorado, from which the Southeast Comer of said Ptarmigan Bend Townhouses bears, S58°10'34"E, (Basis of Bearing), thence N31°49'26"E, 37.00 feet along the Westerly Line of said Ptarmigan Bend Townhouses to the TRUE POINT OF BEGINNING, Thence N58010'34"W, 8.00 feet to a point on a line that is 8.00'Westerly of, as measured at right angles to and parallel with the Westerly Line of said Ptarmigan Bend Townhouses; Thence N31°49'26"E, 40.00 feet along a line that is parallel with the Westerly Line of said Ptarmigan Bend Townhouses; Thence N48 002'06"E, 38.15 feet to a non-tangent curve to the left and the Northwest Comer of said Ptarmigan Bend Townhouses; Thence 20.00 feet along the are of said curve concaved to the Southeast and along the Westerly Line of said Ptarmigan Bend Townhouses to a point tangent said arc having a radius of 75.00 feet, a central angle of 15°16'55", and being subtended by a chord that bears S39 027'53"W, 19.94 feet; Thence S31°49'26"W, 56.87 feet along Westerly Line of said Ptarmigan Bend Townhouses to the TRUE POINT OF BEGINNING. %N t? "�ltf Area=43iamdlfe�{ {i or less. �• SEA •,�iQ � t '"r'5 f Kervinig•. °•,� Michaef �a�` bye••..•°cam�� Colorado Land Surve Date: 6-21-13 Notes: 1.) NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discovered such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown. 2.) Legal description was prepared by Michael S, Kervin,PLS,55 Aspen Place, Evergreen,CO 80439. Kervin_Inc @msn.com 55 Aspen Place Evergreen, CO 80439 970-531-8499 wv 1 Q / WV 3 RONDO FH SIGN ; —L®20.00' R=75.00' pZ, O /� ry� ey0• CH-S 9'27 CH=539.27'53"W 19.94' r, rA P /461 DRIVEWAY EWAY o�v 40 � `f p 2—STORY p4,/ Sip v CONDO P.O.B. q�U / 1 i a PTARMIGAN BEND ° TOWNHOUSES P �h P.4c, REC 11192676 Q 4 / Q (LOT S8—PTARMIGAN) `� f_ (REC , 125924) / O , i r t6 ss8 O30e 1 T 7�� � LO S P TARMIGAN REC #125924 , y4y�4"Oal,tlr�"��t " 1.) Bearkm shorn on the .t''.:4°�k.�' ct`9eM,�C�"✓ ocaanpany- Erfiibl}MaP are z s j�°Z -r3�ia:7 based on the auamptlon that the " �.� E)( /&r "A" West L1ne of Ptarm*n Send = "•^� ;dC tR w * PTARM/CAN BEND TUINVNpl1SES Townhouses.troa,s N3149'26"E as r a _Q : .. (� A POR71ON OF 7HE NE7/4 Of OF as shown on the final plat 7$ thereof. i y -- SECIKW J8, TJS,RSFR7 'i P.M., 70*N OF FRA COUNTy 2)Thie Exhibit Asap Is NOT a ��" SDK ` INC. s OF&RAND, STATE OF COLORADO. "IAN,SURVEY PLAT"or / ,Q,_1 A 1 Is a graphical eprR�taaUann for °R'yS`11� �t 1 013 S KERV/N INC the proposed easement. '"'1°0 201 SURVEYING K51 PRO.k 3-13 DAM 00-21-13 970-WI-8499 FRASEq,Cp 202-232"3849 EVERGREEN.CO TOWN OF FRASER RESOLUTION NO. 2013-07-01 A RESOLUTION AUTHORIZING EXECUTION OF A TEMPORARY ENCROACHMENT EASEMENT AGREEMENT FOR PTARMIGAN BEND TOWNHOUSES, AT 760 WAPITI DRIVE, FRASER COLORADO. BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: 1. The Town Board of Fraser, Colorado hereby authorizes the Town Manager to execute the Temporary Encroachment Easement Agreement with Owners of Units A, B & C of Ptarmigan Bend Townhouses, a copy of which is attached hereto, subject to the conditions provided below. 2. The approval of said Temporary Encroachment Easement Agreement is conditioned upon payment to the Town of consideration in the amount of$10.00 plus payment of all costs incurred by the Town in connection with the preparation and execution of said Agreement, including but not limited to the surveying fees, recording fees and attorney fees, as invoiced by the Town. Such payment and a copy of the Temporary Encroachment Easement Agreement signed by the Owners must be received by the Town within forty-five days after the date hereof or such approval shall lapse and no longer be effective. READ, PASSED ON ROLL CALL VOTE, AND ADOPTED BY THE BOARD OF TRUSTEES THIS DAY OF , 2013. Votes in favor: _ BOARD OF TRUSTEES OF THE Votes opposed: _ TOWN OF FRASER, COLORADO Absent: _ Abstained: _ BY: Mayor ATTEST: (SEAL) Town Clerk l— C D L O R A D Q Finance Update: 07/03/2013 Prepared: 06/26/2013 Transmitted this week are your May Financial Statements for both the Town and the Joint Facility. As the second quarter of this year comes to a close I am dealing with a large amount of HR duties with all the Federal and State reporting requirements, the changes to Flex and Health plans and then the changes required within the finance system to accommodate all of these changes. This week I will stand in for Catherine on the County Wide Colorado Creative Industries Tour. We (myself and community representatives), along with folks from the State, will tour and hear from each Town's creative industries champions. It will be great to hear what the other areas of our county have achieved in regards to the creative industries ground work. There appears to be more cohesion amongst the artists/creative industry champions in other parts of the county as compared to here in the Upper Fraser Valley—so it will be good to hear what the others have been up to and how they have achieved what they have achieved to date. Still wrapping up lots of odds and ends before I focus on the upcoming Budget Season....as soon as the bank statements arrive I will be able to get June closed and will have a better feel for how this year is going. As always please contact me with any questions or concerns you might have: 726-5491 X206 or at nhavensa-town.fraser.co.us. Town of Fraser PO Box 370,Fraser,CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com TOF-JOINT FACILITIES FUND BALANCE SHEET MAY 31,2013 JOINT FACILITIES FUND ASSETS 40-10210 JFOC CHECKING-GMB 0318047507 76,627.33 40-10215 GMB MONEY MARKET-O&M RESERVE 52,956.47 40-11550 A/R-WPR 17,990.22 40-11560 A/R-GC#1 28,697.19 40-11570 A/R-TOF 15,562.47 TOTAL ASSETS 191,833.68 LIABILITIES AND EQUITY LIABILITIES 40-20920 JFOC O&M RESERVE 189,326.02 TOTAL LIABILITIES 189,326.02 FUND EQUITY UNAPPROPRIATED FUND BALANCE: REVENUE OVER EXPENDITURES-YTD 2,507.66 BALANCE-CURRENT DATE 2,507.66 TOTAL FUND EQUITY 2,507.66 TOTAL LIABILITIES AND EQUITY 191,833.68 TOF-JOINT FACILITIES FUND REVENUES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 JOINT FACILITIES FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT REVENUE 40-30-100 INTEREST-O&M ACCOUNTS 27.69 127.96 600.00 472.04 21.3 40-30-200 O&M REIMBURSEMENT-WPR 17,990.22 69,256.02 216,742.00 147,485.98 32.0 40-30-210 O&M REIMBURSEMENT-GC#1 28,697.19 110,474.13 345,737.00 235,262.87 32.0 40-30-220 O&M REIMBURSEMENT-TOF 15,562.47 59,910.03 187,493.00 127,582.97 32.0 40-30-900 MISCELLANEOUS REVENUE 2,374.68 2,379.68 .00 ( 2,379.68) .0 40-30-999 CARRYOVER BALANCE .00 .00 247,362.00 247,362.00 .0 TOTAL REVENUE 64,652.25 242,147.82 997,934.00 755,786.18 24.3 TOTAL FUND REVENUE 64,652.25 242,147.82 997,934.00 755,786.18 24.3 TOF-JOINT FACILITIES FUND EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 JOINT FACILITIES FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT PLANT EXPENDITURES 40-85-110 SALARIES 18,704.62 69,282.92 181,440.00 112,157.08 38.2 40-85-210 HEALTH INSURANCE 2,739.75 13,744.21 45,000.00 31,255.79 30.5 40-85-220 FICA TAX 1,334.24 4,944.40 13,880.00 8,935.60 35.6 40-85-230 RETIREMENT 748.18 2,771.30 7,258.00 4,486.70 38.2 40-85-250 UNEMPLOYMENT TAX 56.12 207.87 544.00 336.13 38.2 40-85-280 TRAINING PROGRAMS 55.00 115.00 3,000.00 2,885.00 3.8 40-85-290 TRAVEL-MEALS AND LODGING .00 .00 2,500.00 2,500.00 .0 40-85-295 MEALS-LOCAL BUSINESS .00 .00 200.00 200.00 .0 40-85-310 LEGAL FEES .00 .00 5,000.00 5,000.00 .0 40-85-320 AUDIT FEE 3,981.00 3,981.00 5,000.00 1,019.00 79.6 40-85-330 ENGINEERING FEES 1,249.82 1,546.82 15,000.00 13,453.18 10.3 40-85-350 SLUDGE REMOVAL 4,056.86 24,432.92 65,000.00 40,567.08 37.6 40-85-370 PROFESSIONAL SERVICES 232.00 1,160.00 20,000.00 18,840.00 5.8 40-85-375 REIMBURSABLE PROF SERVICES .00 .00 1,000.00 1,000.00 .0 40-85-410 BANK CHARGES .00 .00 100.00 100.00 .0 40-85-430 INSURANCE-PLANT .00 .00 32,000.00 32,000.00 .0 40-85-440 ADVERTISING .00 367.20 50.00 ( 317.20) 734.4 40-85-460 PLANT MAINTENANCE AND REPAIR 6,681.14 18,307.73 40,000.00 21,692.27 45.8 40-85-475 GROUNDS MAINTENANCE .00 .00 2,000.00 2,000.00 .0 40-85-480 EQUIPMENT RENTAL .00 .00 500.00 500.00 .0 40-85-490 PROFESSIONAL MEMBERSHIPS .00 .00 500.00 500.00 .0 40-85-500 OPERATING SUPPLIES 425.79 1,456.11 20,000.00 18,543.89 7.3 40-85-506 OPERATING SUPPLIES-CHEMICALS 8,013.42 34,707.10 85,000.00 50,292.90 40.8 40-85-510 EQUIPMENT PURCHASE AND REPAIR .00 719.10 20,000.00 19,280.90 3.6 40-85-520 TESTING 3,976.83 11,696.08 55,000.00 43,303.92 21.3 40-85-525 PERMITS 93.51 93.51 10,000.00 9,906.49 .9 40-85-560 UTILITIES-TELEPHONE 198.96 997.75 5,500.00 4,502.25 18.1 40-85-562 UTILITIES-ELECTRICITY 7,821.80 43,243.82 95,000.00 51,756.18 45.5 40-85-565 UTILITIES-NATURAL GAS 544.21 1,954.60 6,000.00 4,045.40 32.6 40-85-567 UTILITIES-PLANT GENERATOR .00 .00 2,500.00 2,500.00 .0 40-85-569 UTILITIES-TRASH REMOVAL 134.87 674.35 3,500.00 2,825.65 19.3 40-85-650 VEHICLE EXPENSES 1,201.76 3,236.37 6,500.00 3,263.63 49.8 40-85-690 MISCELLANEOUS EXPENSE .00 .00 1,000.00 1,000.00 .0 TOTAL PLANT EXPENDITURES 62,249.88 239,640.16 749,972.00 510,331.84 32.0 TOTAL FUND EXPENDITURES 62,249.88 239,640.16 749,972.00 510,331.84 32.0 NET REVENUE OVER EXPENDITURES 2,402.37 2,507.66 247,962.00 245,454.34 1.0 TOF-JOINT FACILITIES FUND BALANCE SHEET MAY 31,2013 JFF-CRR/CIP FUND ASSETS 47-10220 COLOTRUST 8006-CRR 188,756.95 47-10310 CB MONEY MARKET-CRR 244,405.06 47-10410 GMB MONEY MARKET-CRR 85,847.49 47-10521 CDARS-1014540756-CRR 380,167.92 47-10522 CDARS-1014540802-CRR 380,167.92 47-10523 CDARS-1014540837-CRR 380,116.98 47-10524 CDARS-1015381732-CRR 200,708.80 47-10525 CDARS-1015300856-CRR 365,047.93 47-10526 CDARS-1015300872-CRR 381,091.62 TOTAL ASSETS 2,606,310.67 LIABILITIES AND EQUITY LIABILITIES 47-20910 JFOC-CRR FUNDS 2,598,184.23 TOTAL LIABILITIES 2,598,184.23 FUND EQUITY UNAPPROPRIATED FUND BALANCE: REVENUE OVER EXPENDITURES-YTD 8,126.44 BALANCE-CURRENT DATE 8,126.44 TOTAL FUND EQUITY 8,126.44 TOTAL LIABILITIES AND EQUITY 2,606,310.67 TOF-JOINT FACILITIES FUND REVENUES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 JFF-CRR/CIP FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT CRR AND CIP FUND REVENUES 47-30-100 INTEREST INCOME-CRR ACCOUNTS 1,251.31 8,126.44 20,000.00 11,873.56 40.6 47-30-990 CRR CARRYOVER BALANCE .00 .00 2,447,244.00 2,447,244.00 .0 TOTAL CRR AND CIP FUND REVENUES 1,251.31 8,126.44 2,467,244.00 2,459,117.56 .3 TOTAL FUND REVENUE 1,251.31 8,126.44 2,467,244.00 2,459,117.56 .3 TOF-JOINT FACILITIES FUND EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 JFF-CRR/CIP FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT CAPITAL RPLMNTRESERVE PROJECTS 47-60-730 CRR PROJECTS .00 .00 34,000.00 34,000.00 .0 TOTAL CAPITAL RPLMNTRESERVE PROJECTS .00 .00 34,000.00 34,000.00 .0 CAPITAL IMPROVEMENT PROJECTS 47-65-730 CIP PROJECTS .00 .00 320,000.00 320,000.00 .0 TOTAL CAPITAL IMPROVEMENT PROJECTS .00 .00 320,000.00 320,000.00 .0 CAPITAL PURCHASES 47-69-740 CAPITAL PURCHASES .00 .00 25,000.00 25,000.00 .0 TOTAL CAPITAL PURCHASES .00 .00 25,000.00 25,000.00 .0 TOTAL FUND EXPENDITURES .00 .00 379,000.00 379,000.00 .0 NET REVENUE OVER EXPENDITURES 1,251.31 8,126.44 2,088,244.00 2,080,117.56 .4 TOWN OF FRASER COMBINED CASH INVESTMENT MAY 31,2013 COMBINED CASH ACCOUNTS 01-10200 GENERAL CHECKING#878-000884 180,186.01 01-10220 GENERAL CO-01-0160-8001 6,880,566.91 TOTAL COMBINED CASH 7,060,752.92 01-10100 CASH ALLOCATED TO OTHER FUNDS ( 7,060,752.92) TOTAL UNALLOCATED CASH .00 CASH ALLOCATION RECONCILIATION 10 ALLOCATION TO GENERAL FUND 2,655,913.41 20 ALLOCATION TO CONSERVATION TRUST FUND 17,632.06 30 ALLOCATION TO CAPITAL EQUIP REPLACEMENT FUND 562,506.27 32 ALLOCATION TO CAPITAL ASSET FUND 290,089.59 40 ALLOCATION TO DEBT SERVICE FUND 461,027.25 50 ALLOCATION TO WATER FUND 679,230.32 55 ALLOCATION TO WASTEWATER FUND 2,394,354.02 TOTAL ALLOCATIONS TO OTHER FUNDS 7,060,752.92 ALLOCATION FROM COMBINED CASH FUND-01-10100 ( 7,060,752.92) ZERO PROOF IF ALLOCATIONS BALANCE .00 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:40PM PAGE:1 TOWN OF FRASER BALANCE SHEET MAY 31,2013 GENERALFUND ASSETS 10-10100 CASH-COMBINED FUND 2,655,913.41 10-11100 PROPERTY TAXES RECEIVABLE 218,291.00 10-11550 ACCTS REC-BILLINGS 88,492.33 10-12000 ALLOWANCE FOR DOUBTFUL ACCTS. ( 20,409.55) TOTAL ASSETS 2,942,287.19 LIABILITIES AND EQUITY LIABILITIES 10-21730 STATE WITHHOLDING PAYABLE 3,420.00 10-21740 UNEMPLOYMENT TAXES PAYABLE 491.30 10-21760 HEALTH INSURANCE PAYABLE ( 16,752.60) 10-21773 DEPENDENT CARE PAYABLE ( 1,945.05) 10-21775 FLEX HEALTH PLAN PAYABLE 3,681.05 10-22210 DEFERRED TAXES 218,291.35 10-22920 SUBDIVISION IMP SECURITY DEP 18,238.20 10-22930 DRIVEWAY PERMIT SURETY 7,000.00 10-22940 PRE-ANNEXATION DEPOSIT-BPR 10,000.00 10-22950 RENTAL PROPERTY DEPOSITS HELD 750.00 TOTAL LIABILITIES 243,174.25 FUND EQUITY 10-27000 RESFUND BAL-SAVINGS 750,000.00 10-27100 RESTRICTED FUND BALANCE 221,805.00 UNAPPROPRIATED FUND BALANCE: REVENUE OVER EXPENDITURES-YTD 1,727,307.94 BALANCE-CURRENT DATE 1,727,307.94 TOTAL FUND EQUITY 2,699,112.94 TOTAL LIABILITIES AND EQUITY 2,942,287.19 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:40PM PAGE:2 TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT TAXES 10-31-100 GENERAL FUND PROPERTY TAX 56,781.79 139,486.81 218,500.00 79,013.19 63.8 10-31-200 SPECIFIC OWNERSHIP TAX 630.13 2,733.59 8,000.00 5,266.41 34.2 10-31-300 MOTOR VEHICLE TAX 304.50 1,254.00 4,000.00 2,746.00 31.4 10-31-400 TOWN SALES TAX 170,853.83 474,778.86 1,600,000.00 1,125,221.14 29.7 10-31-410 USE TAX-BUILDING MATERIALS 10,202.61 24,442.62 40,000.00 15,557.38 61.1 10-31-420 USE TAX-MOTOR VEHICLE SALES 4,507.37 19,400.41 35,000.00 15,599.59 55.4 10-31-430 STATE CIGARETTE TAX 395.52 1,109.94 4,500.00 3,390.06 24.7 10-31-800 FRANCHISE FEES 2,827.14 16,949.89 40,000.00 23,050.11 42.4 TOTAL TAXES 246,502.89 680,156.12 1,950,000.00 1,269,843.88 34.9 LICENSES&PERMITS 10-32-100 BUSINESS LICENSE FEES 12,660.00 13,140.00 10,500.00 ( 2,640.00) 125.1 10-32-110 REGULATED INDUSTRY FEES/TAXES 1,349.47 6,646.97 2,000.00 ( 4,646.97) 332.4 TOTAL LICENSES&PERMITS 14,009.47 19,786.97 12,500.00 ( 7,286.97) 158.3 CHARGES FOR SERVICES 10-34-100 ANNEXATION FEES .00 .00 1,000.00 1,000.00 .0 10-34-110 ZONING FEES .00 .00 1,500.00 1,500.00 .0 10-34-120 SUBDIVISION FEES .00 1,300.00 1,500.00 200.00 86.7 10-34-130 MISCELLANEOUS PLANNING FEES 50.00 180.00 1,000.00 820.00 18.0 TOTAL CHARGES FOR SERVICES 50.00 1,480.00 5,000.00 3,520.00 29.6 MISCELLANEOUS REVENUE 10-36-100 INTEREST EARNINGS 274.56 1,623.60 5,500.00 3,876.40 29.5 10-36-300 RENTAL INCOME 330.00 3,560.00 9,000.00 5,440.00 39.6 10-36-610 REIMBURSABLE-PROF SERVICES 90,046.26 225,397.60 25,000.00 ( 200,397.60) 901.6 10-36-900 MISCELLANEOUS REVENUE 1,539.63 15,810.46 35,000.00 19,189.54 45.2 TOTAL MISCELLANEOUS REVENUE 92,190.45 246,391.66 74,500.00 ( 171,891.66) 330.7 OTHER SOURCES&TRANSFERS 10-39-900 TRANSFERS IN FROM OTHER FUNDS .00 .00 21,500.00 21,500.00 .0 10-39-999 CARRYOVER BALANCE 1,861,551.16 1,861,551.16 1,718,462.00 ( 143,089.16) 108.3 TOTAL OTHER SOURCES&TRANSFERS 1,861,551.16 1,861,551.16 1,739,962.00 ( 121,589.16) 107.0 TOTAL FUND REVENUE 2,214,303.97 2,809,365.91 3,781,962.00 972,596.09 74.3 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:40PM PAGE:3 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT TOWN BOARD 10-41-110 SALARIES .00 5,460.00 26,000.00 20,540.00 21.0 10-41-220 FICA TAX .00 417.69 1,989.00 1,571.31 21.0 10-41-280 TRAINING PROGRAMS .00 215.75 2,000.00 1,784.25 10.8 10-41-290 TRAVEL,MEALS AND LODGING 814.82 1,386.26 3,000.00 1,613.74 46.2 10-41-295 MEALS AND ENTERTAINMENT 886.77 2,615.61 6,000.00 3,384.39 43.6 10-41-690 MISCELLANEOUS EXPENSE .00 100.00 3,000.00 2,900.00 3.3 10-41-860 GRANTS AND AID TO AGENCIES .00 500.00 .00 ( 500.00) .0 10-41-861 INTERGOVERNMENTAL AGREEMENTS 4,500.00 4,500.00 14,500.00 10,000.00 31.0 10-41-862 FRASER/WINTER PARK POLICE DEPT 32,401.00 172,362.95 404,000.00 231,637.05 42.7 10-41-863 STREET LIGHTING AND SIGNALS 1,206.86 5,149.28 15,000.00 9,850.72 34.3 10-41-864 SPECIAL EVENTS 5,000.00 20,000.00 30,000.00 10,000.00 66.7 10-41-867 CHAMBER OF COMMERCE-IGA 12,060.14 12,060.14 53,280.00 41,219.86 22.6 10-41-868 WINTER SHUTTLE-IGA 10,000.00 50,000.00 50,000.00 .00 100.0 10-41-871 BUSINESS ENHANCEMENT PROGRAMS .00 .00 10,000.00 10,000.00 .0 TOTAL TOWN BOARD 66,869.59 274,767.68 618,769.00 344,001.32 44.4 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:40PM PAGE:4 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT ADMINISTRATION 10-45-110 SALARIES 14,823.74 81,530.53 202,250.00 120,719.47 40.3 10-45-210 HEALTH INSURANCE .00 13,611.35 40,000.00 26,388.65 34.0 10-45-220 FICA TAX 1,060.20 5,831.10 15,472.00 9,640.90 37.7 10-45-230 RETIREMENT 582.18 3,201.99 8,090.00 4,888.01 39.6 10-45-250 UNEMPLOYMENT TAX 44.46 244.53 607.00 362.47 40.3 10-45-280 TRAINING PROGRAMS 168.00 423.00 2,000.00 1,577.00 21.2 10-45-290 TRAVEL,MEALS AND LODGING 210.00 1,253.95 2,000.00 746.05 62.7 10-45-295 MEALS AND ENTERTAINMENT 620.00 752.19 3,000.00 2,247.81 25.1 10-45-310 LEGAL FEES 2,220.46 20,528.88 35,000.00 14,471.12 58.7 10-45-320 AUDIT FEES 2,632.00 11,232.00 15,496.00 4,264.00 72.5 10-45-330 ENGINEERING FEES .00 298.79 5,000.00 4,701.21 6.0 10-45-360 COMPUTERS-NETWORKS AND SUPPORT 1,740.78 10,458.95 25,000.00 14,541.05 41.8 10-45-370 OTHER PROFESSIONAL SERVICES 1,495.00 6,198.70 40,000.00 33,801.30 15.5 10-45-375 REIMBURSABLE PROF SERVICES 73,055.48 183,839.73 25,000.00 ( 158,839.73) 735.4 10-45-380 JANITORIAL SERVICES 620.00 2,749.98 15,000.00 12,250.02 18.3 10-45-385 TREASURER'S FEES 1,135.63 2,789.72 6,555.00 3,765.28 42.6 10-45-395 RECORDING FEES .00 .00 1,000.00 1,000.00 .0 10-45-410 BANK CHARGES 34.40 305.00 800.00 495.00 38.1 10-45-420 ELECTIONS .00 .00 2,500.00 2,500.00 .0 10-45-430 INSURANCE-ALL DEPARTMENTS ( 54,928.03) ( 2,524.03) 40,000.00 42,524.03 ( 6.3) 10-45-440 ADVERTISING 15.90 934.72 1,500.00 565.28 62.3 10-45-490 PROFESSIONAL MEMBERSHIPS .00 5,908.00 7,000.00 1,092.00 84.4 10-45-500 OPERATING SUPPLIES 541.86 2,875.37 12,000.00 9,124.63 24.0 10-45-510 EQUIPMENT PURCHASE AND REPAIR .00 .00 10,000.00 10,000.00 .0 10-45-550 POSTAGE 200.00 383.22 1,500.00 1,116.78 25.6 10-45-560 UTILITIES-TELEPHONE 527.48 1,968.59 6,000.00 4,031.41 32.8 10-45-561 UTILITIES-NATURAL GAS 644.75 1,929.50 5,500.00 3,570.50 35.1 10-45-562 UTILITIES-ELECTRICITY 463.04 2,022.36 6,500.00 4,477.64 31.1 10-45-569 UTILITIES-TRASH REMOVAL 75.00 379.19 2,000.00 1,620.81 19.0 10-45-670 PROP MGMT-117 EISENHOWER DR 1,200.30 4,428.98 10,000.00 5,571.02 44.3 10-45-671 PROP MGMT-105 FRASER AVE .00 .00 500.00 500.00 .0 10-45-673 PROP MGMT-153 FRASER AVE 1,200.96 1,586.14 6,000.00 4,413.86 26.4 10-45-674 PROP MGMT-200 EISENHOWER DR .00 .00 500.00 500.00 .0 10-45-676 PROP MGMT-400 DOC SUSIE AVE 115.03 706.33 500.00 ( 206.33) 141.3 10-45-690 MISCELLANEOUS EXPENSE .00 2,357.58 7,500.00 5,142.42 31.4 10-45-810 LEASE/PURCHASE-PRINCIPAL .00 9,060.11 18,343.00 9,282.89 49.4 10-45-820 LEASE/PURCHASE-INTEREST .00 10,126.77 20,032.00 9,905.23 50.6 TOTAL ADMINISTRATION 50,498.62 387,393.22 600,145.00 212,751.78 64.6 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:5 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT PUBLIC WORKS 10-60-110 SALARIES 26,066.98 138,313.87 360,000.00 221,686.13 38.4 10-60-210 HEALTH INSURANCE .00 26,298.46 69,500.00 43,201.54 37.8 10-60-220 FICA TAX 1,832.26 9,861.08 27,540.00 17,678.92 35.8 10-60-230 RETIREMENT 890.13 4,740.70 14,400.00 9,659.30 32.9 10-60-250 UNEMPLOYMENTTAX 78.17 414.84 1,080.00 665.16 38.4 10-60-260 WORKERS COMP CLAIMS .00 187.20 .00 ( 187.20) .0 10-60-280 TRAINING PROGRAMS .00 53.43 1,000.00 946.57 5.3 10-60-290 TRAVEL,MEALS AND LODGING .00 120.00 1,000.00 880.00 12.0 10-60-295 MEALS AND ENTERTAINMENT .00 308.66 500.00 191.34 61.7 10-60-330 ENGINEERING FEES .00 2,268.61 10,000.00 7,731.39 22.7 10-60-360 COMPUTER NETWORK SUPPORT .00 .00 1,500.00 1,500.00 .0 10-60-370 OTHER PROFESSIONAL SERVICES 851.75 1,451.20 2,500.00 1,048.80 58.1 10-60-480 EQUIPMENT RENTAL .00 .00 2,500.00 2,500.00 .0 10-60-490 PROFESSIONAL MEMBERSHIPS .00 100.00 250.00 150.00 40.0 10-60-500 OPERATING SUPPLIES 5,464.30 30,257.08 60,000.00 29,742.92 50.4 10-60-506 PLANTS/PLANTER SUPPLIES 992.54 1,449.74 10,000.00 8,550.26 14.5 10-60-510 EQUIPMENT PURCHASE AND REPAIR 396.06 8,963.03 30,000.00 21,036.97 29.9 10-60-560 UTILITIES-TELEPHONE 83.70 498.22 2,500.00 2,001.78 19.9 10-60-561 UTILITIES-NATURAL GAS 820.32 2,818.99 5,500.00 2,681.01 51.3 10-60-562 UTILITIES-ELECTRICITY 179.48 748.61 2,500.00 1,751.39 29.9 10-60-569 UTILITIES-TRASH REMOVAL 78.33 390.80 2,000.00 1,609.20 19.5 10-60-670 PROP MGMT-125 FRASER AVE 20.75 210.25 2,500.00 2,289.75 8.4 10-60-673 PROP MGMT-FRASER RIVER TRAIL .00 .00 5,000.00 5,000.00 .0 10-60-676 PROP MGMT-OLD SCHLHOUSE PK 316.91 316.91 500.00 183.09 63.4 10-60-679 PROP MGMT-SCHOOL BUS GARAGE 597.74 2,019.35 6,000.00 3,980.65 33.7 10-60-681 PROP MGMT-COZENS RANCH PARK .00 .00 5,000.00 5,000.00 .0 10-60-682 PROP MGMT-AMTRAK STATION .00 13.48 .00 ( 13.48) .0 10-60-684 PROP MGMT-FRODO .00 .00 21,500.00 21,500.00 .0 10-60-690 MISCELLANEOUS EXPENSE .00 .00 1,000.00 1,000.00 .0 10-60-725 STREET IMPROVEMENTS 5,326.28 7,070.49 25,000.00 17,929.51 28.3 10-60-730 CAPITAL PROJECTS .00 ( 153,000.00) .00 153,000.00 .0 TOTAL PUBLIC WORKS 43,995.70 85,875.00 670,770.00 584,895.00 12.8 120 ZEREX AVENUE 10-65-370 OTHER PROFESSIONAL SERVICES .00 .00 10,000.00 10,000.00 .0 10-65-380 JANITORIAL SERVICES 400.00 1,778.67 5,500.00 3,721.33 32.3 10-65-560 UTILITIES-TELEPHONE 41.44 166.15 500.00 333.85 33.2 10-65-561 UTILITIES-NATURAL GAS 186.36 559.42 1,500.00 940.58 37.3 10-65-562 UTILITIES-ELECTRICITY 85.03 345.48 1,000.00 654.52 34.6 10-65-670 PROP MGMT-120 ZEREX .00 1,576.18 .00 ( 1,576.18) .0 TOTAL 120 ZEREX AVENUE 712.83 4,425.90 18,500.00 14,074.10 23.9 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:6 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT TRANSFERS 10-90-935 TRANSFER TO CAF 75,000.00 75,000.00 75,000.00 .00 100.0 10-90-940 TRANSFER TO DEBT SERVICE FUND 247,610.00 247,610.00 247,610.00 .00 100.0 TOTAL TRANSFERS 322,610.00 322,610.00 322,610.00 .00 100.0 FISCAL AGENT 10-95-110 SALARIES 103.00 6,269.04 .00 ( 6,269.04) .0 10-95-210 HEALTH INSURANCE ( 2,739.75) .00 .00 .00 .0 10-95-220 FICA TAX 7.63 447.56 .00 ( 447.56) .0 10-95-230 RETIREMENT 4.12 250.76 .00 ( 250.76) .0 10-95-250 UNEMPLOYMENT TAX .31 18.81 .00 ( 18.81) .0 TOTAL FISCAL AGENT ( 2,624.69) 6,986.17 .00 ( 6,986.17) .0 TOTAL FUND EXPENDITURES 482,062.05 1,082,057.97 2,230,794.00 1,148,736.03 48.5 NET REVENUE OVER EXPENDITURES 1,732,241.92 1,727,307.94 1,551,168.00 ( 176,139.94) 111.4 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:7 TOWN OF FRASER BALANCE SHEET MAY 31,2013 CONSERVATION TRUST FUND ASSETS 20-10100 CASH-COMBINED FUND 17,632.06 TOTAL ASSETS 17,632.06 LIABILITIES AND EQUITY FUND EQUITY UNAPPROPRIATED FUND BALANCE: REVENUE OVER EXPENDITURES-YTD 17,632.06 BALANCE-CURRENT DATE 17,632.06 TOTAL FUND EQUITY 17,632.06 TOTAL LIABILITIES AND EQUITY 17,632.06 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:8 TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 CONSERVATION TRUST FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT REVENUE 20-30-100 CONS TRUST(LOTTERY)PROCEEDS .00 1,745.62 6,000.00 4,254.38 29.1 20-30-800 INTEREST EARNINGS 1.40 9.03 60.00 50.97 15.1 20-30-999 CARRYOVER BALANCE 15,877.41 15,877.41 15,669.00 ( 208.41) 101.3 TOTAL REVENUE 15,878.81 17,632.06 21,729.00 4,096.94 81.2 TOTAL FUND REVENUE 15,878.81 17,632.06 21,729.00 4,096.94 81.2 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:9 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 CONSERVATION TRUST FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT EXPENDITURES 20-40-910 TRANSFER TO GENERAL FUND .00 .00 21,500.00 21,500.00 .0 TOTAL EXPENDITURES .00 .00 21,500.00 21,500.00 .0 TOTAL FUND EXPENDITURES .00 .00 21,500.00 21,500.00 .0 NET REVENUE OVER EXPENDITURES 15,878.81 17,632.06 229.00 ( 17,403.06) 7699.6 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:10 TOWN OF FRASER BALANCE SHEET MAY 31,2013 CAPITAL EQUIP REPLACEMENT FUND ASSETS 30-10100 CASH-COMBINED FUND 562,506.27 TOTAL ASSETS 562,506.27 LIABILITIES AND EQUITY FUND EQUITY UNAPPROPRIATED FUND BALANCE: REVENUE OVER EXPENDITURES-YTD 562,506.27 BALANCE-CURRENT DATE 562,506.27 TOTAL FUND EQUITY 562,506.27 TOTAL LIABILITIES AND EQUITY 562,506.27 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:11 TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 CAPITAL EQUIP REPLACEMENT FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT REVENUE 30-30-100 HWY USE TAX PROCEEDS 3,745.12 14,252.95 44,152.00 29,899.05 32.3 30-30-800 INTEREST EARNINGS 53.13 321.85 300.00 ( 21.85) 107.3 30-30-920 TRANSFER FROM UTILITY FUNDS 20,000.00 20,000.00 20,000.00 .00 100.0 30-30-999 CARRYOVER BALANCE 527,931.47 527,931.47 525,548.00 ( 2,383.47) 100.5 TOTAL REVENUE 551,729.72 562,506.27 590,000.00 27,493.73 95.3 TOTAL FUND REVENUE 551,729.72 562,506.27 590,000.00 27,493.73 95.3 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:12 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 CAPITAL EQUIP REPLACEMENT FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT EXPENDITURES 30-40-745 PUBLIC SAFETY FLEET PURCHASE .00 .00 40,000.00 40,000.00 .0 30-40-750 REGULAR FLEET PURCHASE .00 .00 40,000.00 40,000.00 .0 30-40-755 HEAVY EQUIPMENT PURCHASE .00 .00 150,000.00 150,000.00 .0 TOTAL EXPENDITURES .00 .00 230,000.00 230,000.00 .0 TOTAL FUND EXPENDITURES .00 .00 230,000.00 230,000.00 .0 NET REVENUE OVER EXPENDITURES 551,729.72 562,506.27 360,000.00 ( 202,506.27) 156.3 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:13 TOWN OF FRASER BALANCE SHEET MAY 31,2013 CAPITAL ASSET FUND ASSETS 32-10100 CASH-COMBINED FUND 290,089.59 TOTAL ASSETS 290,089.59 LIABILITIES AND EQUITY FUND EQUITY UNAPPROPRIATED FUND BALANCE: REVENUE OVER EXPENDITURES-YTD 290,089.59 BALANCE-CURRENT DATE 290,089.59 TOTAL FUND EQUITY 290,089.59 TOTAL LIABILITIES AND EQUITY 290,089.59 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:14 TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 CAPITAL ASSET FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT CAPITAL ASSET REVENUE 32-30-800 INTEREST EARNINGS 4.19 23.91 425.00 401.09 5.6 32-30-910 TRANSFER IN FROM GENERAL FUND 75,000.00 75,000.00 75,000.00 .00 100.0 32-30-940 TRANSFER IN FROM DSF 175,000.00 175,000.00 175,000.00 .00 100.0 32-30-999 CARRYOVER FUND BALANCE 40,065.68 40,065.68 40,900.00 834.32 98.0 TOTAL CAPITAL ASSET REVENUE 290,069.87 290,089.59 291,325.00 1,235.41 99.6 TOTAL FUND REVENUE 290,069.87 290,089.59 291,325.00 1,235.41 99.6 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:15 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 CAPITAL ASSET FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT CAPITAL ASSET EXPENDITURES 32-40-810 CAPITAL PROJ-STREETS EXISTING .00 .00 250,000.00 250,000.00 .0 TOTAL CAPITAL ASSET EXPENDITURES .00 .00 250,000.00 250,000.00 .0 TOTAL FUND EXPENDITURES .00 .00 250,000.00 250,000.00 .0 NET REVENUE OVER EXPENDITURES 290,069.87 290,089.59 41,325.00 ( 248,764.59) 702.0 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:16 TOWN OF FRASER BALANCE SHEET MAY 31,2013 DEBT SERVICE FUND ASSETS 40-10100 CASH-COMBINED FUND 461,027.25 40-11100 PROPERTY TAXES RECEIVABLE 80,000.00 TOTAL ASSETS 541,02 7.25 LIABILITIES AND EQUITY LIABILITIES 40-22210 DEFERRED PROPERTY TAXES 80,000.00 TOTAL LIABILITIES 80,000.00 FUND EQUITY 40-27000 RESFUND BAL-1 YEARS PAYMENT 300,000.00 40-27100 RESTRICTED FUND BALANCE 87,246.16 UNAPPROPRIATED FUND BALANCE: REVENUE OVER EXPENDITURES-YTD 73,781.09 BALANCE-CURRENT DATE 73,781.09 TOTAL FUND EQUITY 461,027.25 TOTAL LIABILITIES AND EQUITY 541,027.25 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:17 TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 DEBT SERVICE FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT REVENUE 40-30-100 PROPERTYTAX 20,818.06 51,140.43 80,000.00 28,859.57 63.9 40-30-200 SPECIFIC OWNERSHIP TAX 231.03 1,002.23 3,000.00 1,997.77 33.4 40-30-800 INTEREST EARNINGS 58.02 346.24 250.00 ( 96.24) 138.5 40-30-910 TRANSFER IN FROM GENERAL FUND 247,610.00 247,610.00 247,610.00 .00 100.0 40-30-990 TRANSFER IN FROM DSF RESERVES 175,000.00 175,000.00 175,000.00 .00 100.0 TOTAL REVENUE 443,717.11 475,098.90 505,860.00 30,761.10 93.9 TOTAL FUND REVENUE 443,717.11 475,098.90 505,860.00 30,761.10 93.9 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:18 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 DEBT SERVICE FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT EXPENDITURES 40-40-385 TREASURER'S FEES GO BOND 416.36 1,022.81 2,000.00 977.19 51.1 40-40-810 BOND PRINCIPAL-02 S&U ISSUE 25,000.00 25,000.00 25,000.00 .00 100.0 40-40-811 BOND PRINCIPAL-98 GO ISSUE .00 .00 40,000.00 40,000.00 .0 40-40-812 BOND PRINCIPAL-98 S&U ISSUE 160,000.00 160,000.00 160,000.00 .00 100.0 40-40-820 BOND INTEREST-02 S&U ISSUE 4,487.50 4,487.50 8,338.00 3,850.50 53.8 40-40-821 BOND INTEREST-98 GO ISSUE 5,912.50 5,912.50 11,826.00 5,913.50 50.0 40-40-822 BOND INTEREST-98 S&U ISSUE 29,295.00 29,295.00 54,270.00 24,975.00 54.0 40-40-850 BOND AGENT FEES 600.00 600.00 2,500.00 1,900.00 24.0 40-40-910 TRANSFER TO DSF RESERVES .00 .00 26,926.00 26,926.00 .0 40-40-920 TRANSFER TO OTHER FUNDS 175,000.00 175,000.00 175,000.00 .00 100.0 TOTAL EXPENDITURES 400,711.36 401,317.81 505,860.00 104,542.19 79.3 TOTAL FUND EXPENDITURES 400,711.36 401,317.81 505,860.00 104,542.19 79.3 NET REVENUE OVER EXPENDITURES 43,005.75 73,781.09 .00 ( 73,781.09) .0 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:19 TOWN OF FRASER BALANCE SHEET MAY 31,2013 WATER FUND ASSETS 50-10100 CASH-COMBINED FUND 679,230.32 50-10290 CASH W/TREASURER-COLLECTIONS 4,782.98 50-11500 A/R CUSTOMER SERVICE CHARGES 9,931.84 50-16100 LAND 100,000.00 50-16200 BUILDINGS 2,915,858.49 50-16203 WELLS SYSTEM 768,371.74 50-16212 WATER DISTRIBUTION/STORAGE 9,845,211.82 50-16213 WELLS 1,063,119.43 50-16400 EQUIPMENT 353,994.02 50-16500 WATER RIGHTS 19,775.86 50-17900 ACCUMULATED DEPRECIATION ( 3,517,338.67) TOTAL ASSETS 12,242,937.83 LIABILITIES AND EQUITY LIABILITIES 50-20775 DUE TO RENDEZVOUS-TAPS 7,700.00 50-21100 ACCRUED PTO AND BENEFITS 5,935.91 TOTAL LIABILITIES 13,635.91 FUND EQUITY 50-27000 RESFUND BAL-O&M 360,000.00 UNAPPROPRIATED FUND BALANCE: 50-29800 RETAINED EARNINGS 11,634,279.51 REVENUE OVER EXPENDITURES-YTD 235,022.41 BALANCE-CURRENT DATE 11,869,301.92 TOTAL FUND EQUITY 12,229,301.92 TOTAL LIABILITIES AND EQUITY 12,242,937.83 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:20 TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 WATER FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT LICENSES&PERMITS 50-32-100 EXCAVATION PERMIT FEES .00 .00 200.00 200.00 .0 TOTAL LICENSES&PERMITS .00 .00 200.00 200.00 .0 CHARGES FOR SERVICES 50-34-100 CUSTOMER SERVICE CHARGES ( .95) 165,631.63 643,364.00 477,732.37 25.7 50-34-150 PENALTIES&INTEREST ( 149.05) 3,045.04 1,000.00 ( 2,045.04) 304.5 50-34-200 PLANT INVESTMENT FEES .00 .00 8,000.00 8,000.00 .0 50-34-300 WATER METER SALES 1,244.00 2,094.00 500.00 ( 1,594.00) 418.8 TOTAL CHARGES FOR SERVICES 1,094.00 170,770.67 652,864.00 482,093.33 26.2 MISCELLANEOUS REVENUE 50-36-100 INTEREST EARNINGS 71.30 400.15 1,000.00 599.85 40.0 50-36-900 MISCELLANEOUS REVENUE 50.00 688.95 2,500.00 1,811.05 27.6 TOTAL MISCELLANEOUS REVENUE 121.30 1,089.10 3,500.00 2,410.90 31.1 OTHER SOURCES&TRANSFERS 50-39-999 CARRYOVER BALANCE 337,393.00 337,393.00 337,393.00 .00 100.0 TOTAL OTHER SOURCES&TRANSFERS 337,393.00 337,393.00 337,393.00 .00 100.0 TOTAL FUND REVENUE 338,608.30 509,252.77 993,957.00 484,704.23 51.2 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:21 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 WATER FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT EXPENDITURES 50-40-110 SALARIES 11,783.21 63,208.53 165,000.00 101,791.47 38.3 50-40-210 HEALTH INSURANCE .00 11,857.51 30,000.00 18,142.49 39.5 50-40-220 FICA TAX 828.21 4,440.68 11,000.00 6,559.32 40.4 50-40-230 RETIREMENT 439.22 2,432.33 6,600.00 4,167.67 36.9 50-40-250 UNEMPLOYMENT TAX 35.40 189.36 495.00 305.64 38.3 50-40-280 TRAINING PROGRAMS 700.00 800.00 3,000.00 2,200.00 26.7 50-40-290 TRAVEL,MEALS AND LODGING .00 .00 3,000.00 3,000.00 .0 50-40-295 MEALS AND ENTERTAINMENT .00 15.70 2,000.00 1,984.30 .8 50-40-310 LEGAL FEES .00 14,437.84 35,000.00 20,562.16 41.3 50-40-330 ENGINEERING FEES 612.00 3,459.10 20,000.00 16,540.90 17.3 50-40-360 COMPUTERS-NETWORKS AND SUPPORT 197.44 987.20 10,000.00 9,012.80 9.9 50-40-370 OTHER PROFESSIONAL SERVICES 3.26 14.68 5,000.00 4,985.32 .3 50-40-430 INSURANCE 20,258.96 20,258.96 20,000.00 ( 258.96) 101.3 50-40-440 ADVERTISING 45.90 45.90 500.00 454.10 9.2 50-40-460 SYSTEM REPAIR AND MAINT-PROD 1,518.88 1,938.83 35,000.00 33,061.17 5.5 50-40-465 SYSTEM REPAIR AND MAINT-DIST 806.49 1,539.75 30,000.00 28,460.25 5.1 50-40-490 PROFESSIONAL MEMBERSHIPS 165.00 1,715.00 8,000.00 6,285.00 21.4 50-40-500 OPERATING SUPPLIES-PRODUCTION 41.38 4,350.87 25,000.00 20,649.13 17.4 50-40-505 OPERATING SUPPLIES-DISTRIB 919.21 5,179.28 20,000.00 14,820.72 25.9 50-40-510 EQUIPMENT PURCHASE AND REPAIR .00 .00 5,000.00 5,000.00 .0 50-40-520 TESTING .00 180.00 3,000.00 2,820.00 6.0 50-40-550 POSTAGE&BILLING SUPPLIES 300.00 339.08 3,500.00 3,160.92 9.7 50-40-560 UTILITIES-TELEPHONE 229.16 934.44 3,500.00 2,565.56 26.7 50-40-562 UTILITIES-ELECTRICITY 3,213.09 14,030.32 50,000.00 35,969.68 28.1 50-40-670 PROP MGMT-FRASER WTP .00 75.00 2,000.00 1,925.00 3.8 50-40-680 PROP MGMT-MARYVALE WTP .00 .00 10,000.00 10,000.00 .0 50-40-690 MISCELLANEOUS EXPENSE .00 .00 2,000.00 2,000.00 .0 50-40-715 WATER RIGHTS-DIVERSION&DEV .00 .00 260,000.00 260,000.00 .0 50-40-730 CAPITAL PROJECTS 11,800.00 11,800.00 91,000.00 79,200.00 13.0 50-40-930 TRANSFER TO CERF 10,000.00 10,000.00 10,000.00 .00 100.0 50-40-970 TRANSFER TO O&M RESERVES 100,000.00 100,000.00 100,000.00 .00 100.0 TOTAL EXPENDITURES 163,896.81 274,230.36 969,595.00 695,364.64 28.3 TOTAL FUND EXPENDITURES 163,896.81 274,230.36 969,595.00 695,364.64 28.3 NET REVENUE OVER EXPENDITURES 174,711.49 235,022.41 24,362.00 ( 210,660.41) 964.7 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:22 TOWN OF FRASER BALANCE SHEET MAY 31,2013 WASTEWATER FUND ASSETS 55-10100 CASH-COMBINED FUND 2,394,354.02 55-10290 CASH W/TREASURER-COLLECTIONS 3,018.99 55-11500 A/R CUSTOMER SERVICE CHARGES 15,281.09 55-15950 CAP REPL RES HELD W/JFOC 885,201.23 55-15955 O&M RESERVE HELD W/JFOC 45,070.00 55-16100 LAND 144,320.40 55-16200 SEWER TREATMENT PLANT 3,230,658.56 55-16210 METER BUILDING&IMPROVEMENTS 8,056.39 55-16220 SEWER COLLECTION SYSTEM 10,755,808.30 55-16250 CONSOLIDATED COLLECTION SYSTEM 279,069.00 55-16400 EQUIPMENT 37,385.17 55-17900 ACCUMULATED DEPRECIATION ( 718,254.97) 55-17905 ACCUM DEPR-PLANT/JFOC ( 41,859.16) 55-17910 ACCUM DEPR-SEWER COLLECT-FSD ( 2,942,788.35) 55-17915 ACCUM DEPR-EQUIPMENT ( 35,868.68) TOTAL ASSETS 14,059,451.99 LIABILITIES AND EQUITY LIABILITIES 55-21100 ACCRUED PTO AND BENEFITS 6,103.72 TOTAL LIABILITIES 6,103.72 FUND EQUITY UNAPPROPRIATED FUND BALANCE: 55-29800 RETAINED EARNINGS 10,997,584.86 55-29820 RETAINED EARNINGS-RESTRICTED 930,271.23 REVENUE OVER EXPENDITURES-YTD 2,125,492.18 BALANCE-CURRENT DATE 14,053,348.27 TOTAL FUND EQUITY 14,053,348.27 TOTAL LIABILITIES AND EQUITY 14,059,451.99 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:23 TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 WASTEWATER FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT CHARGES FOR SERVICES 55-34-100 CUSTOMER SERVICE CHARGES ( 1.04) 154,015.66 616,580.00 462,564.34 25.0 55-34-150 PENALTIES&INTEREST ( 207.12) 1,206.76 1,000.00 ( 206.76) 120.7 55-34-200 PLANT INVESTMENT FEES 7,500.00 15,000.00 7,500.00 ( 7,500.00) 200.0 TOTAL CHARGES FOR SERVICES 7,291.84 170,222.42 625,080.00 454,857.58 27.2 MISCELLANEOUS REVENUE 55-36-100 INTEREST EARNINGS 237.66 1,401.12 2,000.00 598.88 70.1 55-36-500 JFF MANAGEMENT FEE .00 7,105.50 28,420.00 21,314.50 25.0 55-36-900 MISCELLANEOUS REVENUE .00 .00 1,500.00 1,500.00 .0 TOTAL MISCELLANEOUS REVENUE 237.66 8,506.62 31,920.00 23,413.38 26.7 OTHER SOURCES&TRANSFERS 55-39-999 CARRYOVER BALANCE 2,092,733.00 2,092,733.00 2,092,733.00 .00 100.0 TOTAL OTHER SOURCES&TRANSFERS 2,092,733.00 2,092,733.00 2,092,733.00 .00 100.0 TOTAL FUND REVENUE 2,100,262.50 2,271,462.04 2,749,733.00 478,270.96 82.6 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:24 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 5 MONTHS ENDING MAY 31,2013 WASTEWATER FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT EXPENDITURES 55-40-110 SALARIES 12,171.85 64,843.53 170,000.00 105,156.47 38.1 55-40-210 HEALTH INSURANCE .00 10,452.28 25,500.00 15,047.72 41.0 55-40-220 FICA TAX 881.92 4,699.45 12,500.00 7,800.55 37.6 55-40-230 RETIREMENT 450.45 2,474.05 6,500.00 4,025.95 38.1 55-40-250 UNEMPLOYMENT TAX 36.50 193.82 510.00 316.18 38.0 55-40-280 TRAINING PROGRAMS .00 55.00 2,000.00 1,945.00 2.8 55-40-290 TRAVEL,MEALS AND LODGING 90.00 90.00 2,000.00 1,910.00 4.5 55-40-295 MEALS AND ENTERTAINMENT .00 17.21 500.00 482.79 3.4 55-40-310 LEGAL FEES .00 .00 5,000.00 5,000.00 .0 55-40-330 ENGINEERING FEES 1,611.62 1,611.62 10,000.00 8,388.38 16.1 55-40-360 COMPUTERS-NETWORKS AND SUPPORT 197.44 987.20 6,000.00 5,012.80 16.5 55-40-370 OTHER PROFESSIONAL SERVICES 3.26 13.03 10,000.00 9,986.97 .1 55-40-410 BANK CHARGES .00 .00 100.00 100.00 .0 55-40-430 INSURANCE 5,409.90 5,409.90 5,500.00 90.10 98.4 55-40-440 ADVERTISING .00 .00 500.00 500.00 .0 55-40-460 SYSTEM REPAIR AND MAINT-COLLEC 350.00 350.00 60,000.00 59,650.00 .6 55-40-490 PROFESSIONAL MEMBERSHIPS .00 .00 6,000.00 6,000.00 .0 55-40-500 OPERATING SUPPLIES-COLLECTIONS 17.99 17.99 5,000.00 4,982.01 .4 55-40-510 EQUIPMENT PURCHASE AND REPAIR .00 .00 2,500.00 2,500.00 .0 55-40-520 TESTING .00 .00 1,000.00 1,000.00 .0 55-40-550 POSTAGE&BILLING SUPPLIES 300.00 300.00 2,500.00 2,200.00 12.0 55-40-560 UTILITIES-TELEPHONE 22.45 107.22 500.00 392.78 21.4 55-40-650 WW TREATMENT CHARGES/JFOC 13,347.58 44,347.56 188,000.00 143,652.44 23.6 55-40-690 MISCELLANEOUS EXPENSE .00 .00 3,000.00 3,000.00 .0 55-40-730 CAPITAL PROJECTS .00 .00 135,000.00 135,000.00 .0 55-40-930 TRANSFER TO CERF 10,000.00 10,000.00 10,000.00 .00 100.0 TOTAL EXPENDITURES 44,890.96 145,969.86 670,110.00 524,140.14 21.8 TOTAL FUND EXPENDITURES 44,890.96 145,969.86 670,110.00 524,140.14 21.8 NET REVENUE OVER EXPENDITURES 2,055,371.54 2,125,492.18 2,079,623.00 ( 45,869.18) 102.2 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:25 TOWN OF FRASER BALANCE SHEET MAY 31,2013 GENERAL FIXED ASSETS ASSETS 91-16100 LAND 730,630.35 91-16200 ADMINISTRATION BUILDING 208,379.39 91-16203 MAINTENANCE BUILDING 57,722.51 91-16208 HOUSE-400 DOC SUSIE AVE 54,839.27 91-16209 VISITOR CENTER 183,895.00 91-16211 BUSBARN&105 FRASER AVE HOUSE 100,000.00 91-16250 CHURCH 267,000.00 91-16306 PARKS 367,800.08 91-16311 STREET IMPROVEMENTS 3,439,840.00 91-16312 HIGHWAY 40 PATH 8,872.00 91-16490 EQUIPMENT-OTHER 872,015.00 91-16500 OFFICE EQUIPMENT 57,261.75 91-17900 ACCUMULATED DEPRECIATION ( 2,260,048.61) TOTAL ASSETS 4,088,206.74 LIABILITIES AND EQUITY FUND EQUITY UNAPPROPRIATED FUND BALANCE: 91-29800 INVESTMENT IN FIXED ASSETS 4,088,206.74 BALANCE-CURRENT DATE 4,088,206.74 TOTAL FUND EQUITY 4,088,206.74 TOTAL LIABILITIES AND EQUITY 4,088,206.74 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:26 TOWN OF FRASER BALANCE SHEET MAY 31,2013 GENERAL LONG-TERM DEBT ASSETS 95-18100 AMOUNT TO BE PROVIDED 3,131,161.31 TOTAL ASSETS 3,131,161.31 LIABILITIES AND EQUITY LIABILITIES 95-25050 2002 SERIAL BONDS 360,000.00 95-25060 1998 REVENUE REFUNDING BONDS 2,035,000.00 95-25070 1998 GENERAL OBLIGATION BONDS 475,000.00 95-25200 ACCRUED COMPENSATED ABSENCES 15,677.17 95-25500 CAPITAL LEASES KOMATSU LOADER 245,484.14 TOTAL LIABILITIES 3,131,161.31 TOTAL LIABILITIES AND EQUITY 3,131,161.31 FOR ADMINISTRATION USE ONLY 41 %OF THE FISCAL YEAR HAS ELAPSED 06/10/2013 01:41PM PAGE:27 ti J C O L 0 R A D O Planner Update for July 3rd, 2013 Grant Applications: Working with Town Staff and other community members and volunteers to finalize the design and layout for our"Foliage for Fraser" project. This project is partially funded by a $2,000.00 grant from the Colorado Tree Coalition (CTC). We look forward to transforming the old mustang triangle into a wonderful focal point for Fraser! We will be presenting our ideas to you in a workshop format on July 3rd Colorado Creative Industries: We are working with DiAnn Butler, GC Economic Coordinator, and others to investigate opportunities for Fraser to get involved in the Colorado Creative Industries (CCI) program. To learn more about Creative Districts in Colorado, check out the following link: http://www.coloradocreativeundsustries.com. We are collaborating with other creative champions in the county. On June 27t", we have invited State representatives from the CCI program to come and experience a Grand County Show and Tell Listening Tour. The purpose of the tour is to showcase our community and identify countywide assets and collaborative opportunities. We want to show and tell about our cultural and heritage assets and creative gems to weave our unique Grand County story. This tour will help serve as next steps for an action plan. We are also collaborating with the Chamber on an art walk brochure. Planning Commission: Working on revisions to the sign code. During the Byers Peak Ranch annexation process, it was discussed with the Annexation Committee and the applicant that there appears to be some duplication in the Town's regulations relating to zoning requirements. We have initiated a discussion regarding changes to the Business Zone and Planned Development District regulations to provide for a more streamlined process without duplication. Since we are discussing zoning code revisions, and will have the same public notice requirements for all and any zoning code amendments, we have initiated a discussion about the size of ADU's. Special Events Permits: Drafting language for a special event permitting process. Community Trails Plan: The Towns of Fraser and WP in cooperation with HTA, FVPT, WP Resort, GMBA, and USFS are creating a Community Trails Plan for the Fraser/Winter Park area. The representatives working on Fraser are Jean Wolter, Sarah Hershfelt and Deborah Carr. Please contact me with questions and/or comments. ctrotter�town.fraser.co.us. Thanks. Town of Fraser PO Box 370,Fraser,CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com r J C O L O R A p 0 � PUBLIC WORKS UPDATE (As of 06/26/2013 for 07/03 meeting) WATER— Installation of screening around the new back-up generators at the Blue and Yellow Zone water plants is in progress. ➢ Performing maintenance work on two water production wells in the Maryvale water system by replacing the down-hole check valves. ➢ Preparing for our annual water system line and fire hydrant flushing program. This should last for several weeks. SANITARY SEWER— Last week our sewer cleaning contractor completed the cleaning and video documentation of approximately 19,000 linear feet of 8 and 12 inch sewer pipe in the Rendezvous subdivision as a part of our 2013 sewer collections maintenance program. ➢ Continue performing manhole inspections. STREETS— Christmas in July took place last week with the delivery of our new (Demo) street sweeper and the compact excavator! Shinny, bright new toys for the boys and girls of PW...they're so happy. Thanks! ➢ Cross walks and curb warning paint is taking place throughout town. ➢ Crack sealing is complete. ➢ Chip seal project slated to begin the week of July 8-9. This should take less than a week to complete, weather dependant. Rendezvous HOA has opted to tag into our project to maintain the private streets in their subdivision with the chip and seal application. ➢ See PW Supplemental Briefing for Resolution 2013-07-01, 760 Wapiti Drive, and Ptarmigan Bend Townhomes Encroachment Easement Agreement. GARDENER— Making progress with design/layout improvement plans for the `Mustang Triangle' (Sharkey's). ➢ CTC trees have been installed and they really spruce up the FroDo property! OTHER— The Lions Club sent a Thank You note for the road grading work Fraser staff performed on the St. Louis Cree campground entrance drive 3 weeks ago. (See attached in packet) ➢ Our 2014 `Annual Drinking Water and Wastewater Eligibility Survey's were completed this week and sent back to the state. Below is a short description of what the surveys accomplish for the Town: o "On an annual basis, this survey captures information regarding the capital improvement needs of your community or system. Needs must be identified as a prerequisite to securing funding made available through the State Revolving Fund program". Questions? anordina-town.fraser.co.us or 970-531-1844. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Z. C O L OR A D O Wastewater Treatment Plant Update: • Pre-Treatment Facilities—With the decrease in UI flows, things are working well. • Secondary Treatment Facilities—The process is utilizing some of the dissolved oxygen, which translates into the plant is receiving more dirty water than clean/cold water. • Disinfection Facilities—We are back to running one bank of UV bulbs for disinfection. • Solids Handling—We have not had to run the centrifuge for a few weeks. • Site& Landscape—The drip system is up and running and we have started spraying for weeds. • SBR—Because of high ground water, no progress has been made at this time. • Chemical Building—The building is moving along well with all the below ground work completed and the walls poured. The block work has begun on the rest of the walls. The equipment has also been ordered. Please call if there are any questions (970) 531-1230. Joe Fuqua Town of Fraser PO Box 370,Fraser,CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com m O m m N 00 N n N N Ln N N m I N N N I N J O I fln N �+ 00 GJ 3 � Ln o N r-I o O Ir-I � o 0 0 I r, Ln m N O Ln O Ln O Ln O Ln O Ln O Ln N O Il Ln N O r� Ln N O N N N r-I r-I r-I O O O O (a9W)Atha 113 d MOl3 3nl NON Nns Ivs 1W nHl 43M 3nl NON Nns Ivs 1W nHl \ 43M 3nl �+ NON GJ Nns 3 Ivs 1W nHl o 43M 3nl Q NON as-+ Nns cQ Ivs o G 1W nHl 0 43M 3nl I NON Nns Ivs 1W nHl (13M 3nl NON O Ln O Ln O Ln O Ln O Ln O in N O Il in N O Il in N O N N N r-I r-I r-I O O O O (a9W)Atha 113 d M01 INFLUENT FLOWS UPPER FRASER VALLEY TREATMENT PLANT Date Day Influent GCWS#1 WPR TOF MGD Influent Flow Influent Flow Influent Flow 1-May-13 Wed 1.579 0.927 0.286 0.366 2-May-13 Thu 1.554 0.883 0.295 0.376 3-May-13 Fri 1.583 0.859 0.309 0.415 4-May-13 Sat 1.525 0.847 0.287 0.391 5-May-13 Sun 1.432 0.804 0.281 0.347 6-May-13 Mon 1.384 0.787 0.263 0.334 7-May-13 Tue 1.397 0.797 0.253 0.347 8-May-13 Wed 1.643 0.964 0.31 0.369 9-May-13 Thu 1.885 1.094 0.361 0.43 10-May-13 Fri 1.673 0.977 0.303 0.393 11-May-13 Sat 1.557 0.91 0.283 0.364 12-May-13 Sun 1.473 0.861 0.276 0.336 13-May-13 Mon 1.402 0.853 0.243 0.306 14-May-13 Tue 1.337 0.805 0.231 0.301 15-May-13 Wed 1.276 0.766 0.214 0.296 16-May-13 Thu 1.228 0.719 0.207 0.302 17-May-13 Fri 1.164 0.712 0.212 0.24 18-May-13 Sat 1.112 0.648 0.197 0.267 19-May-13 Sun 1.093 0.651 0.205 0.237 20-May-13 Mon 1.172 0.689 0.222 0.261 21-May-13 Tue 1.083 0.643 0.191 0.249 22-May-13 Wed 1.008 0.595 0.166 0.247 23-May-13 Thu 0.949 0.565 0.15 0.234 24-May-13 Fri 0.921 0.521 0.153 0.247 25-May-13 Sat 0.932 0.512 0.161 0.259 26-May-13 Sun 0.925 0.51 0.169 0.246 27-May-13 Mon 0.908 0.495 0.171 0.242 28-May-13 Tue 0.83 0.517 0.136 0.177 29-May-13 Wed 0.86 0.507 0.154 0.199 30-May-13 Thu 0.858 0.512 0.182 0.164 31-May-13 Fri 0.8371 0.491 0.1521 0.195 AVG. 1.245 0.723 0.227 0.295 MAX 1.885 1.094 0.361 0.43 MIN 0.83 0.49 0.136 0.164 r d O o q N VI lD N :t 1 £ In n n lD n VI W W 01 01 01 01 01 O ix CO M O_ o O_ n p O O_ O O_ 4t > Ln 13 b0 = X O > a 0 [O Q O O O O O r+ O n n n Qt O pp 0 0 0 0 7 C = Qt Qt O Qt ti N p £ Ql Ln N lD ID I, ID n n '� W p W b>0 O O V1 Ln O n ID N lD N CIO p £ M O O a N 0 I, M N ? 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