Loading...
HomeMy WebLinkAbout92-13 CC OrdinanceORDINANCE NO 92-13 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TEMECULA, CALIFORNIA, ADOPTING BY REFERENCE THE FOLLOWING CODES WITH CERTAIN AMENDMENTS THERETO: THE 1991 EnmON OF THE UNIFORM BU!I,DING CODE, THE 1991 EDITION OF THE UNIFORM BUII.DING CODE STANDARD~. THE 1991 EDmON OF THE UNIFORM MF. CHANICAI. CODE, THE 1991 EDITION OF THE UNIFORM PI.UMBING CODE, THE 1991 EDmON OF ~ UNIFORM ADMINISTRATIVE CODE, THE 1991 EDmON OF T~E UNWORM CODE FOR THE ABATEMENT OF DANGEROU~ BUII,D1NG,q, THE 1991 EDITION OF THE UNIFORM HOUSING CODE, THE 1991 EDmON OF THE UNIFORM FIRE CODE, THE 1991 EDITION OF THE UNIFORM FIRE CODE ~TANDARD~ AND THE 1991 EDITION OF THE UNIFORM ~WIMMING POOL.~., ~PA~ AND HOT TUB CODE. WHEREAS, The City Council of the City of Temecula does hereby ordain as follows: SECTION 1. The following are hereby adopted by reference, as amended by Section 2 of this Ordinance, as the building codes of the City of Temecula, three (3) copies of which are on file in the office of the City Clerk. Uniform 1tuildirlg Code, 1991 edition with appendices and California State amendments; (B) Uniform 1tuilding Code Standards, 1991 edition; (c) Uniform Mechanical Code, 1991 edition with appendices and California State amendments; (D) Uniform Plumbi~ Code, 1991 edition with appendices and California State amendments; (E) Uniform Administrative Code, 1991 edition; (F) (G) (H) Uniform Code for the Abatement of Dangerous Ruilding, 1991 edition; Uniform Housing Code, 1991 edition; Uniform Swimmirlg Pools, Spa,q and Hot Tub Code, 1991 edition Ords 92-13 -1- SECTION 2. Amendment.~. The following amendments are made to the building codes, 1991 editions, as adopted by this Ordinance: (A) The following amendments, additions and deletions are made to the Uniform 1tuildirlg Code, 1991 edition adopted by this Ordinance: 1. Section 301 (a) is hereby amended to read as follows: Section 301(a) Permits Required. It shall be unlawful for any person, fu'm or corporation to erect, construct, enlarge, alter, repair, roof or re-roof, move, improve, remove, convert of demolish any building or structure regulated by this code, except as specified in Subsection (b) of this Section, or cause the same to be done unless a separate, appropriate permit for each building, structure, or building service equipment has first been obtained from the Building Official. 2. Section 301Co)5, is hereby amended to read as follows: Section 301(b) Work Exempt from Permits. A building permit shall not be required for the following: o Retaining walls which are not over two (2) feet in height, measured from the top of footing to top of wall unless supporting a surcharge or impounding flammable Class I, Class II or 1II-A liquids. follows: Section 301 is hereby amended by adding thereto Subsection (d) to read as Section 301(d) Requirements. No person, fh"m, or corporation shall be approved to perform work authorized by the City, for building, mechanical or any sub-trade work relating to building construction unless they are: 1. An employee of an appropriately licensed contractor; or The property owner performing his/her own work on his/her own property; or Be An employee of the owner, provided the owner shows evidence of worker's compensation insurance required by state law and city ordinance, and the owner's federal tax identification number. All contractors and their sub-contractors must have current and valid city business licenses. Ords 92-13 -2- - 4. Section 304 is hereby deleted in its entirety. 5. Table No.-3-A Building Permit Fees is hereby deleted in its entirety. 6. Section 417 is hereby mended by adding the following definition: Patio Cover. A one story structure, open on two or more sides. Patio Enclosure. A patio cover with exterior walls with open area of the longer dimension and one additional wall equal to at least 65 % of the area below a minimum of 6' 8" measured from the floor. Openings may be enclosed with insect screening or plastic that is readily removable translucent or transparent plastic not more than .125 inch in thickness. 7. Section 2623 is hereby amended to read as follows: Section 2623. The minimum thickness of concrete floor slabs supported directly on the ground shall not be less than three and one-half (3 1/:) inches All group R occupancies shall have a minimum six (6) rail moisture barrier with minimum two (2) inch sand cover. Exception: 1. A moisture barrier shall not be required under slabs on grade of open or enclosed patios as defined in Section 417. Section 2910 is hereby amended by adding thereto a new paragraph to read as follows: Section 2910(f) Slab Dowels. In all occupancies, slab connection from existing slabs to new construction shall be placed at twenty-four (24") inches on center with reinforcing steel of one half inch minimum diameter, eighteen (18") inches in length. 9. Chapter 31 is deleted in its entirety. 10. Section 3203 is hereby amended to read as follows: Section 3203. The roof covering on any structure regulated by this code shall be as specified in Table No. 32-A and as classified in Section 3204, except that no roof covering shall be less than a Class B roofing assembly. Exception: 1. The roof covering on any structure regulated by this code within the Historical District Overlay, generally known as the Old Town Temecula Historical Preservation District, shall not be less than a Class C roofing assembly. 2. The roof covering of any structure located on a parcel with a minimum of one-half acre in area may have a roof covering of not less than a Class C Roofing Assembly when approved by the Building Official. 3. The roof covering of all re-roofing shall conform to the applicable provisions of this section as amended herein, except that the roof covering for the re-roofing of ten percent (10%) or less of the area of any roof may consist of material comparable to the remainder of the roof. 11. Section 380~(a) is hereby amended to read as follows: Section 3802(a) Where required. An Automatic fire-extinguishing system shall be installed in the occupancies and locations as set forth in this section except where Riverside County Protection Ordinance No. 546 applies. In that case the most restrictive provisions will apply. 12. Section 4704 is hereby amended by adding the following: Section 4704(e) Suspended Ceilings which are designed and constructed to support ceiling panels or tiles, with or without lighting fixtures, ceiling mounted air terminals or other ceiling mounted services shall comply with the requirements of this standard. F, xception: 1. Ceiling area of 144 square feet or less surrounded by walls which connect directly to the structure above shall be exempt from the lateral load design requirements of these standards. 2. Ceilings constructed of lath and plaster of gypsum board, screw or nail attached to suspended members that support a ceiling on one level extending from wall to wall. Minimnm Design Loads (f) Lateral Forces. 1. Such ceiling systems and theft connections to the building structure shall be designed and constructed to resist a lateral force reaction from the partitions as specified in Subsection 12.1815. Ords 92-13 -4-- 2. Connection of lighting fixtures to the ceiling system shall be designed for a lateral force of 100 percent of the weight of the fixture in addition to the prescribed vertical loading as specified in Subsection 10. (g) Grid Members, Connectors and Expansion Devices. 1. The main runners and cross runners of the ceiling system and their splices, intersection connectors and expansion devices shall be designed and constructed to carry a mean ultimate test lead of not less than 180 pounds or twice the actual lead, whichever is greater, in tension with a 5-degree misalignment of the members in any direction, and in compression. In lieu of 54egree misalignment, the lead may be applied with a 1-inch eccentricity of a sample not more than 24 inches long each side of the splice. The connections at splices and intersections shall be of the mechanical interlocking type. 2. Where the composition or configuration of ceiling system members or assemblies and their connections are such that calculations of their allowable load-carrying capacity cannot be made in accordance with established methods of analysis, their performance shall be established by test. 3. Evaluation of test results shall be made on the basis of the mean values resulting from tests of not fewer than three identical specimens, provided the deviation of any individual test result from the man value does not exceed plus or minus 10 percent. The allowable load-carrying capacity as determined by test shall not exceed one half of the man ultimate test value. (h) Substantiation. 1. Each ceiling system manufacturer shall furnish lateral loading capacity and displacement or elongation characteristics for his systems, indicating the following: (a) Maximum bracing pattern and minimum wire sizes. Co) Tension and compression force capabilities of main runner splices, cross runner connections and expansion devices. 2. All tests shall be conducted by an approved testing agency. InStallation (I) Vertical Hangers. 92-13 -5- 1. Suspension wires shall be not smaller than No. 12 gage spaced at 4 feet on center of No. 10 gage at 5 feet on center along each main runner unless calculations justifying the increased spacing are provided. 2. Each vertical wire shall be attached to the ceiling suspension member and to the support above with a minimum of three tums. Any connection device of the supporting construction shall be capable of carrying not less than 100 pounds. 3. Suspension Wires shall not hang more than 1 in 6 out-of-plumb unless countersloping wires are provided. 4. Wires shall not attach to or bend around interfering material or equipment. A trapeze or equivalent device shall be sued where obstructions preclude direct suspension. Trapeze suspensions shall be a minimum of back-to-back 1 1/4 inch cold-rolled channels for spans exceeding 48 inches. (j) Perimeter Hangers. The terminal ends of each cross runner and main runner shall be supported independently a maximum of 8 inches from each wall or ceiling discontinuity with No. 12 gage wire or approved wall support. (k) Lateral Force Bracing. 1. Where substantiating design calculations are not provided, horizontal restraints shall be effected by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut fastened to the main runner shall be extended to and fastened to the structural members supporting the roof or floor above. The strut shall be adequate to resist the vertical component inducted by the bracing wires. These horizontal restraint points shall be placed 12 feet on center in both to the structure above shall be adequate for the load imposed. 2. Lateral force bracing members shall be spaced a minimum of 6 inches from all horizontal piping or duct work that is not provided with bracing restraints for horizontal forces. Bracing wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load, whichever is greater, with a safety factor of 12. (1) Perimeter Members. Unless perimeter members are a structural part of the approved system, wall angles or channels shall be considered as aesthetic closer and shall have no structural value assessed to themselves or their method of attachment to the walls. For tile ceilings, ends of main runners and cross members shall be tied together to prevent their spreading. Onll 92-13 -6- (m) Attachment of Members to Perimeter. To facilitate installation, main runners and cross runners may be attached to the perimeter member at two adjacent walls with clearance between the wall and the runners maintained at the other two walls or as otherwise shown or described for the approved system. (n) Only "intermediate" and "heavy duty" ceiling systems may be used for the support of lighting fixtures. 1. All lighting fixtures shall be positively attached to the suspended ceiling system. The attachment device shall have a capacity of 100 percent of the lighting £Lxture weight acting in any directions. 2. When "intermediate" systems are used, No. 12 gage hangers shall be attached to the grid members within 3 inches of each corner of each fixture. Tandem fixtures may utilize common wires. 3. When "heavy duty" systems are used, supplemental hangers are not required if a 48-inch modular hanger pattern is followed. When cross runners are used without supplemental hangers to support lighting fLxtures, these cross runners must provide the same carrying capacity as the main runner. 4. Lighting fixtures weighing less than 56 pounds shall have, in addition to the requirements outlined above, two No. 12 gage hangers connected from the fixture housing to the structure above. These wires may be slack. 5. Lighting fixtures weighing 56 pounds or more shall be supported directly from the structure above by approved hangers. 6. Pendant-hung lighting f'Lxtures shall be supported direcfiy from the structure above using No. 9 gage wire or approved alternate support without using the ceiling suspension system for direct support. Mechanical Services (o) Ceiling mounted air terminals or services weighing less than 20 pounds shall be positively attached to the ceiling suspension main runners or to cross runners with the same carrying capacity as the main runners. 1. Terminals or services weighing 20 pounds but not more than 56 pounds shall be supported directly from the structure above by approved hangers. Ords 92-13 -7- -- Partition (p) Where the suspended ceiling system is required to provide lateral support for permanent or relocatable partitions, the connection of the partition to the ceiling system, the ceiling system members and their connections, and the lateral force bracing shall be designed to support the reaction force of the partition from prescribed loads applied perpendicular to the face of the partition. These partition reaction forces shall be in addition to the load described in Subsection g. Partition connectors, the suspended ceiling system and the lateral force bracing shall all be engineered to suit the individual partition application and shall be shown or defined in the drawings or specifications. Drawings and Specifications (q) The drawings shall clearly identify all systems and shall define or show all supporting details, lighting fixture attachment, lateral force bracing, partition bracing, etc. Such definition may be by reference to this standard, or approved system, in whole or in part. Deviations or variations must be shown or defined in detail. (B) The following amendments are made to the Uniform Mechanical Code, 1991 edition adopted by this ordinance: 1. Section 510(,'0 is hereby amended to read as follows: Section 510(a) Condensate Disposal. The primary condensate line from the air-cooling coils, fuel burning condensing appliances and the overflow from evaporative coolers and similar water-supplied equipment shall be collected and discharged to an approved plumbing fixture. The waste pipe shall have a slope of not less than one-eighth (1/8") inch per foot and shall be of approved corrosion-resistant material not smaller than the outlet size as required in either Subsection (b) or (c) below for air-cooling coils or condensing fuel-burning appliances, respectively. Condensate or waste water shall not drain over a public way. 2. Section 1104 is hereby amended by adding the following: Section 1104. Environmental air ducts not regulated by other provisions of this code shall comply with this section. Ducts shall be substantially airtight and shall comply with the provisions of Chapter 10. Exhaust ducts shall terminate outside the building and shall be equipped with back-draft dampers. Environmental air ducts which have an alternate function as a part of an approved smoke-control system do not require design as Class 1 product-conveying ducts. Ducts used for domestic kitchen range ventilation and domestic clothes dryers shall be of metal and shall have smooth interior surfaces. Commercial dryer exhaust ducts shall be installed in accordance with their listing. For additional requirements for domestic dryer Otd. 92-13 -8- exhaust systems, See Section 1903. EXCEPTION: 1. Approved flexible duct connectors not more than 6 feet in length may be used in connection with domestic dryer exhausts. Flexible duct connectors shall not be concealed within construction. Bathroom and laundry room exhaust ducts may be of gypsum wallboard subject to the limitations of Section 1002(a). Aluminum flex ducts are not permitted to be installed horizontally in rooms that produce steam. An angle greater than forty-five (45) degrees from the vertical is considered a horizontal run. (c) The following amendments, additions and deletions are made to the Uniform Plumbing Code, 1991 edition adopted by this Ordinance: 1. Section 110(a) is hereby amended to read as follows: (a) Indirect Waste Pipe. An indirect waste pipe is a pipe that does not connect directly with the drainage system but conveys liquid wastes by discharging through an approved air gap into a plumbing fixture, interceptor or receptacle which is directly connected to the drainage system. 2. Section 1213(c) is hereby amended by adding the following exceptions: Exception: 1. The installation of natural gas line for island fixtures is allowed beneath the slab when installed in a sleeve of non-ferrous material sized at two (2) times the diameter of the natural gas pipe. Provisions shall be provided for future removal of the gas pipe. The sleeve shall be vented to the exterior and terminate a minimum of two (2) inches above finished grade. Exception: 2. The installation of propane gas line for island fixtures is allowed beneath the slab when installed in a sleeve of minimum schedule 40 ABS at a minimum one (1) times the diameter of the propane gas pipe with the proper tee fitting for later removal. ABS must be vented to the exterior and terminate a minimum of two (2) inches above finished grade. 3. The following chapters from the appendices are hereby deleted from the Uniform Plumbing Code, 1991 edition, adopted by this ordinance. 1) Appendix E - mobile home parks and recreational vehicle parks, is hereby deleted in its entirety. Ords 92-13 -9- 2) Appendix 11 - commercial kitchen grease interceptors, is hereby deleted in its entirety. (D) The following amendments, additions and deletions are made to the Uniform Administrative Code, 1991 edition adopted by this ordinance: 1. Section 205 is hereby amended to read as follows: Section 205. It shall be unlawful for any person, firm or corporation to erect, construct, enlarge, equip, use, occupy or maintain any building or structure in the City, or cause the same to be done, conWary to, or in violation of any of the provisions of this code. Any person, fu'm, or corporation violating any provisions of this code shall be deemed guilty of a misdemeanor and upon conviction thereof, shall be punishable by a free of not more than one thousand dollars ($1000.00), or by imprisonment for not more than six (6) months, or by both such free and imprisonment. 2. Section 304(b) is hereby amended to read as follows: Section 304Co) The permit fee for each permit shall be set forth in Tables Nos. 3-A through 3-H, except that the minimum permit fee for any building permit will $30.00. Where a technical code as been adopted by the jurisdiction for which no fee schedule is shown in this code, the fee required shall be in accordance with the schedule established by the legislative body. The determination of value or valuation under any of the provisions of these codes shall be made by the building official. The value to be used in computing the building permit building plan review fees shall be the total value of all construction work for which the permit is issued as well as all finish work, painting, roofing, electrical, plumbing, hearing, air- conditioning, elevators, re-extinguishing systems and any other permanent equipment. 3. Section 304(c) is hereby amended to read as follows: Section 304(c) Plan Review Fees. When a plan or other data are required to be submitted by Subsection (c) of Section 302, a plan review fee shall be paid at the time of submitting plans and specifications for review. Said plan review fee for buildings or structures shall be 75 percent of the building permit fee as shown in Table NO. 3-A. The plan review fees for electrical, mechanical and plumbing work shall be equal to 25 percent of the total permit fee as set forth in Tables Nos. 3-B, 3-C and 3-D. The plan review fee for grading work shall be as set forth in Table No. G. Ord8 92-13 -10- The plan review fees specified in this subsection are separate fees from the permit fees specified in Section 304(a) and are in addition to the permit fees. Where plans are incomplete or changed so as to require additional plan review, an additional plan review fee shall be charged at the rate shown in Tables Nos. 3-A through 3-G. SECTION 3. Severability. If any provision, clause, sentence or paragraph of this Ordinance of the application thereof to any person or circumstance shall be held invalid, such invalidity shall not affect the other provisions or applications of the provision of this Ordinance, which can be given effect without the invalid provisions or applications, and to this end, the provisions of this ordinance are declared severable. SECTION 4. City Clerk. The City Clerk shall certify to the adoption of this Ordinance and shall cause the same to be posted as required by law. PASSED, APPROVED AND ADOPTED this 23rd day of June, 1992. Patricia H. Birdsall, Mayor ATTEST: S. Greek, City [SEAL] Ords 92-13 -11- STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) SS CITY OF TEMECULA ) I, June S. Greek, City Clerk of the City of Temecula DO HEREBY CERTIFY that the foregoing Ordinance No. 92-13 was duly introduced and placed upon its first reading at a regular meeting of the City Council on the 9th day of June, 1992, and that thereafter, said Ordinance was duly adopted and passed at a regular meeting of the City Council on the 23rd day of June, 1992. AYES: 5 COUNCILMEMBERS: Birdsall, Moore, Lindemans, Mufioz Parks NOES: 0 COUNCILMEMBERS: None ABSENT: 0 COUNCILMEMBERS: None Greek, C~-CI'erk Orda 92-13 -12-