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HomeMy WebLinkAbout1970-11-17; City Council; 8055; Uniform Building Code & Uniform Mechanical Code (1970 editions)16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 ORDINANCE NO. 8055 AN ORDINANCE OF THE CITY OF CARLSBAD, CALIFORNIA ADOPTING THE UNIFORM BUILDING CODE, 1970 EDITION, VOLUME I; THE UNIFORM MECHANICAL CODE, 19 70 EDITION (UNIFORM BUILDING CODE VOLUME 11) AND PROVIDING PENALTIES FOR VIOLATION THEREOF, AND REPEALING CERTAIN ORDINANCES. The City Council of the City of Carlsbad does ordain as follows: SECTION 1. THE UNIFORM BUILDING CODE, 1970 Edition, Volume I, copyrighted by the International Conference of Building 3fficials is hereby adopted by reference as the City of Carlsbad Building Code for the prupose of prescribing regulations in the incorporated territory of the City of Carlsbad, County of San Diego, for the erection, construction, enlargement, alteration, repair, removal, conversion, demolition, occupancy, equipment, use, height, area and maintenance of buildings and structures, including the Appendix thereto except for the following changes, sdditions and amendments which shall supersede the provisions of said code. A. Section 104 (e). Add to Section 104(e) an exception to read: ZXCEPTION: Replacement of Glass in hazardous locations, as specified in Section 5406, shall be as required for new installa- Zions. Sec B. Section 301(a). Amend Section 3Ql(a) to read: ion 301(a). PERMITS REQUIRED. No person, firm or :orPoration shall erect, construct, enlarge, alter, repair, move, improve, remove, convert, or demolish any building or structure in the County (City) or cause the same to be done without first htaining a separate building pemit for each such building or structure from the Building Official except the following: 1. Fences and free-standing masonry walls up to 36 inches s c 4 9 10 12 32 53 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 31 32 2. Curbs, retaining walls and planter boxes up to 18 inches in heigh,. 3. Patio covers up to LOO square feet and at least 6 feet from any other building on the same property. 4. One-story tool and storage sheds and other accessory buildings with not more than 100 square feet of projected roof area. 5. Television and radio antennas supported on roofs. -6. Awnings projecting up to 6 feet and attached to the exterior walls of buildings of Group 1 or J occupancy. 7. Standard electrolies not over 35 feet in height above finished grade. 8, Repairs which involve only the replacement of component parts or existing work with similar materials for the purpose of maintenance, and which do not aggregate over $100.00 in valuation in any twelve month period, and do not affect my electrical or mechanical installations. Repairs exempt from permit requirements shall not include any addition, change, or modification in con- struction, exit facilities, or permanent fixtures or equipment. Specifically excepted from permit requirements without limit to valuation are : a. Painting and decorating. b. Installation of floor covering. c. Cabinet work. d. Outside paving. This Section shall not be construed to require separate building permits for a dwelling and auxiliary buildings or structures on the same property which are described in the building permit application, plot plan, and other drawings. C. Section 302(b). Delete the second paragraph of Section 302 (b) . -2- D. Section 303(a). BUILDING PERMIT FEES. ! 151 16 I I TOTAL 'VALUATION (a), and (e) to read: (6) Expiration of plan check. Applications for which no FEE - 211 $ 1.00 to $ 250.00 .............. *$ 5.00 $ 250.00 to $ 500.00 ............... $ 7.50 $ 501.00 to $ 2,000.00 ............... $ 7.50 for the first $500 plus $1.50 for each addi- tional $100 or fraction thereof to and including $2000.00. plus $4.50 for each addi- tional $1000 or fraction thereof to and including $50,000.00. $50,000 plus $3.75 for each additional $1000 or fraction thereof to and including $100,000.00. additional $1000 or frac- tion thereof. $ 2,001.00 to $ 50,000.00 ............... $ 30,OO for the first $2000 $ 50,001.00 to $100,000.00 ............... $246.00 for the first $100,001.00 and up ..................... ..$433.50 plus $2.50 for each E. Section 303. Add to Section 303 subsections (c), I The Building Official may extend the time for action by the I 241 25 1 I 1811 within 240 days following the date of application shall expire by the applicant have prevented action from being taken. (d) Compliance Survey Fee. The fee for conducting a com- I 1911 limitation and plans submitted for checking may thereafter be 2011 returned to the applicant or destroyed by the Building Official. .I 221i applicant for a period not exceeding 120 days upon written request 2611 pliance survey of an existing structure shall be $0.50 per 100 27'' square feet or fraction thereof of floor area, but not less than 11 28 $25.00. (e) Reinspection Fee. The fee for reinspection shall be 3011 $10.00. I F. Section 304(e). Amend Section 304(e) to read: (e) Other Inspections. In addition to the called inspections -3- 1 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 specified above, the Building Official may make or require any other inspections of any construction work to ascertain compliance with the provisions of this Code and other laws which are enforced by the Building Department. For the prupose of determining compliance with Sections 104(h), 105, and 502, the Building Official may inspect any structure. G. Section 304. Add to Section 304 subsections (f) and (9) to read: (f) Compliance Survey Inspection. Upon receipt of a written request for a compliance survey from the owner or agent and payment of the fee specified in Section 303(d), the Building Official may inspect an existing structure to ascertain its compliance with the provisions of this Code and other applicable laws and ordinances, and report his findings in writing to the ownex or agent. (9) Reinspections. A reinspection fee may be assessed for each inspection or reinspection when such portion of work for which inspection is called is not complete. This subsection is not to be interpreted as requiring re- inspection fees the first time a job is rejected for failure to comply with the requirements of this Code but as controlling the practice of calling for inspections before the job is ready for such inspection or reinspection. Reinspection fees may be assessed when it is apparent that the inspector is being used to provide supervision of the work rather than for the performance of his proper inspection duties. Reinspection fees may be assessed when the permit card is not properly posted on the work site, the approved plans are not readily available to the inspector, for failure to provide access on the date for which inspection is requested, or for deviating from plans requiring the approval of the Building Official. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 24 25 26 27 28 29 30 31 32 e 0 To obtain a reinspection the applicant shall file an application therefor in writing,upon a form furnished for that purpose, and pay the reinspection fee in accordance with Section 303. In instances where reinspection fees have been assessed, no additional inspection of the work will be performed until the required fees have been paid. H. Section 502. Amend Section 502 to read: Section 502. No change shall be made in the charactex of occupancies or use of any building which would place the building in a different division of the same group of occupancy or in a different group of occupancies, unless such building is made to comply with the requirements of this Code for such division or group of occupancy. EXCEPTION: The character of the occupancy of existing buildings may be changed subject to the approval of the Building Official, and the building may be occupied for purposes in other groups without conforming to all the requirements of this Code for those groups, provided the new or proposed use does not result in a hazard, based on life and fire risk, greater than that of the existing use. No change in the character of occupancy of a building shall be made without a certificate of occupancy for the new use, as required in Section 306 of this Code. issue a certificate of occupancy pursuant t the intent of the above exception without certifying that the building complies The Building Official may with all provisions of this Code. I. Section 1102(b). Add to the first paragraph of Section 1102 (b) : In all fire zones, canopies over pumps which do not exceed 2,500 square feet in area may be located 10 feet from service station buildings and other canopies on the same property and -5- I 1: I five feet from property lines. 21 J. Section 1502. After first paragraph of Section 1502 3; add: 4: EXCEPTION: 5 for the protection of live plants and vegetation, when covered 6 with noncombustible or plasticized material which is inherently vi 8 exceed 1,000 square feet in area. 91 K. Section 1503. Add to Section 1503: I I I Agricultural and nursery shade structures used only I I flame retardant and which is approved for external use, may IO! Agricultural and nursery shade structures used only for the pro- tection of live plants and vegetation, when covered with noncom- bustible or plasticized material which is inherently flame retardant and which is approved for exterior use, shall be located only in fire zones 2 or 3, and when located in fire zone 2 shall be not less than 10 feet from any adjoining interior lot line if the covered area exceeds 1,000 square feet. L. Section 2314 (c). Delete the following symbols and notations from Section 2314 (c) : J = Numerical coefficient for base moment as specified in Section 2314 (h) . 21 I/ Jx = Numerical coefficient for overturning moment at level 22 1 M. Section 2314 (h). Amend Section 2314 (h) to read: 23 (h) Overturning. Every building or structure shall be 24, designed to resist the overturning effects caused by the wind I 251 forces and related requirements specified in Section 2308, or 26 I the earthquake forces specified in this Section, whichever governs. I 27 ! The overturning moment due to earthquake forces, "MX1', at any 281 level designated as "x" shall be determined in accordance with "x". !I I I ' ,* 3 2 5 4 E: 2. 6 7 E! 9 30 I1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 e At any level the incremental changes of the design overturning moment, in the story under consideration, shall be distributed to the various resisting elements in the same proportion as the distribution of the shears in the resisting system. Where other vertical members are provided which are capable of partially resisting the overturning moments, a redistribution may be made to these members if framing members of sufficient strength and stiffness to transmit the required loads are provided. Where a vertical resisting element is iscontinuous, the overturning moment carried by the lo shall be carried down as loads to th t story of that element N. Section 2314 (1). Delete Section 2314 (1) . 0. Section 2612 (j)l. Formula (12-12). Amend Formula (12-12), Section 2612 (j)l, to read: = (3.7 - H) 1.1- (12-12) vC D P. Section 3203(d)2. Amend the third paragraph, Section 3203 (d) 2, to read: Composition shingles shall not be installed on a roof having a slope of less than 3 inches to 12 inches unless approved by the Building Official. Amend the fifth paragraph of Section 3203(d) 2, to read: Roof valley flashing shall be the same as required for wood shingles, or shall be of laced composition shingles, applied in an approved manner, with an underlay of not less than 30 pound felt extending 9 inches from the centerline each way, or shall be of two layers of 90 pound mineral surfaced cap sheet with the bottom layer not less than 12 inches wide laid face down and the top layer not less than 24 inches wide laid face up. Q. Section 3203(d). Add to Section 3203(d) subsection 9 to read: 9. Reroofing. The minimum built-up reroofing shall be not less than two layers of 15 pound organic fiber felt applied as I ,I 1 2 3 4 5 6 7 8 3 1c 11 12 12 14 1: 1C 1'; 1t 1; 2( 2: 2: 2: 2, 2 2 2 2 2 3 z 72 L required for base sheets and one layer of 90 pound mineral surfaced xganic fiber felt cap sheet. The base sheet shall be nailed unless the deck is non-nailable. Existing roofing on non-nailable roof decks shall be completely removed prior to the application of a new roof. Existing gravel roofs shall be scraped off and the roof swept broom clean. stripped clean or replaced, except where the reroofing material Any existing metal gravel stop shall be will be shingles. R. Section 3301(~). Amend the definition of balcony, exterior exit, in Section 3301(c) to read: Balcony, exterior exit, is a landing or porch projecting from the wall of a building, and which Serves as a required means of egress. the open area above the guardrail shall be so distributed as to prevent the accumulation of smoke or toxic gases. balconies shall not project into an area where openings are required to be protected. The long side shall be at least 50 percent open, and Exterior exit S. Section 3303(a). Amend Section 3303(a) to read: Section 3303(a). General. This section shall apply to every exit door serving an area having an occupancy load of more than 10, or serving hazardous rooms or areas. and (i) shall apply to all doors, regardless of occupancy load. Every building or structure used for human occupancy shall have at least one exit door which meets the requirements of subsection Subsections (h) (dl T. Section 3305(k). Amend Section 3305(k) to read: (k) Exterior Stairway Protection. All openings in the exterior walls of a building, below or within 10 feet, measured horizontally, of an exterior exit stairway shall be protected by a self-closing, or automatically-closing fire assembly, having 1 a 3/4 hour fire-resistive rating. -8- 1 2 3 4 5 6 7 8 9 10 la. 12 23 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2E 29 3c 31 3; EXCEPTIONS: 1. Protected openings shall not be required adjacent to stairways in which the distance from the top of the stairway to the bottom of the stairway does not exceed 16 feet in vertical projection. 2. Openings may be unprotected when two separate exterior stairways serve an exterior exit balcony. U. Section 3308(a). Amend EXCEPTION 2 of Section 3308(a) to read: 2. Stairs in Group 'I: occupancies and stairs within individual apartments in Group H occupancies need not be enclosed. V. Section 3312 (b) . Amend Section 3312 (b) to read: Exit Signs, (b) Any sign required by this code shall be a noncombustible, internally illuminated sign. The work ''exit" shall be lettered in green on a white or opaque background, and the letters shall be at least five inches in height with the principal strokes of the letters 3/4 inch in width. At every required exit doorway, and wherever otherwise required to clearly indicate the direction of egress, an exit sign shall be provided for all areas serving the occupant load specified in this subsection. level leading directly to the exterior shall be clearly indicated. Group A occupancies and Group B, D and H occupancies with In interior stairways, the floor 1. an occupancy load of more than 50. 2. All other occupancies serving an occupancy load of more than 100. EXCEPTION: Main exterior exit doors which obviously and clearly are identifiable as exits need not be sign-posted when approved by the Building Official, W, Section 3312(c). Amend Section 3312(c) to read: (c) Illumination of Signs. Exit signs shall be lighted with two electric lamps producing illumination of not less than 140-lumens each. Separate circuits, one of which shall be -9- 5 6 7 8 9 10 hl 32 13 I4 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 separated from all other controlled shall be prov circuits in the building and independently aed. Two separate sources of supply shall be provided for the following occupancies: A. Group A occupancies. B. Division 1 and 2 of Group B occupancies with an occupant load over 500 persons except churches with an occupant load of less than 750 persons. C. Group D occupancies with an occupant load over 100 persons. X. Section 4306(c). Add the following exceptions to Section 4306 (c) : EXCEPTIONS: 1. Unlabeled passenger elevator hoistway doors may be installed if the panels are certified by the manufacturer to be of equivalent fire resistance. 2. Window frames bearing the manufacturer's fire window label may be installed in openings requiring 3/4 hour pro- tection provided they are constructed according to one of the following: A. Solid Section Steel Window Frame - 1-1/4 inch Minimum Depth. The main frame, ventilator, and muntin sections shall be not less than 1/8 inch in thickness and shall be assembled by welding, riveting, or interlocking together. Windows shall be limited to 12 feet and 1 inch in either dimension and a maximum area of 84 square feet and may be provided with ventilators of hinged, pivoted, or projected types, not to exceed 60 inches in either dimension or not more than 3,000 square inches in area. Individual windows installed two or more in one opening and joined by vertical mullions shall not exceed 7 feet in width and 12 feet in height. The exposed area per light of glass shall not exceed 350 squarc inches. glazing angles for the entire perimeter of the light. The inside of glazed windows shall be provided with The outer- - 10 - r 4 c 4 E E 7 & 9 10 11 32 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 side of glazed windows shall be prepared for putty glazing and wire clips. All windows shall be equipped with manufacturer's standard locking hardware and erection fittings. The frame shall have provision for glazing with 1/4-inch wire glass. B. Solid Section Steel Window Frame - 1 Inch Minimum Depth. The main frame, ventilator, and muntin sections shall be not less than 1/8 inch in thickness and shall be assembled by welding, riveting, or interlocking together. Windows shall be limited to 6 feet-6 inches in either dimension and a maximum area of 32 square feet and may be provided with ventilators of hinged, pivoted or projected type not to exceed 24 inches by 48 inches. The windows shall be equipped with the manufacturer's standard locking hardware and erection fittings. The frame shall have provision for glazing with l/4 inch wire glass. The exposed area per light of glass shall not exceed 200 square inches. C. Cold Formed Steel Window Frame, Double Hung Type. The members, except frame sill and head cover strips, shall be rolled or formed of 18 gauge minimum galvanized steel plain steel and shall be assembled by welding or riveting. Frame sill members shall be of 14 gauge minimum galvanized or plain steel. Windows shall be limited to 6 feet in width and LO feet in height. The exposed area per light of glass shall not exceed 505 square inches when 1-1/2 inch wide muntins are used, or 720 square inches when 1-3/4 inch wide muntins are used. The sash shall be provided with inside glass stops for the entire perimeter of each light. All windows shall be counter-weighted and equipped with the manufacturer's standard locking hardware and erection fittings. The frame shall have provision for glazing with l/$-inch wire glass. - 11 - -. *** ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3c 31 3; 0 Y. Appendix. Delete Chapter 13 of Appendix. Section 2314 (1) . Delete Section 2314(1) of the Appendix. Section 4901 of the Appendix. Amend Section 4901 of the kppendix to read: Section 4901. Patio covers are one-story roofed structures lot more than 10 feet above grade and used for recreational or mtdoor living purposes. >r more sides with a clear height of not less than 6 feet-8 inches Erom floor to soffit of supporting members. lot obstruct the free passage of light and ais except that they nay be enclosed with insect screen (16 x 16 mesh minimum) and solid walls to a height of not more than 30 inches above adjacent Patio structures shall be open on two The open sides shall Jrade . Patio covers may be attached or detached and permitted only 9s accessory to Group J, Group I, or single dwelling units in Sroup H occupancies. Patio covers shall not be used as carports, garages, habitable rooms, or storage structures. Chapter 49 of the Appendix. Add Section 4904 to Chapter 49 of the Appendix to read: Section 4904. A patio cover may be supported on a concrete slab on grade, without footings, provided the slab is not less than 3-1/2 inches thick and in sound condition and provided the columns do not support live and dead loads in excess of 750 pounds per column. Chapter 70 of the Appendix. Delete Chapter 70 of the Appendix SECTION 2. THE UNIFORM MECHANICAL CODE, 1970 Edition (UNIFORM BUILDING CODE VOLUME 111, copyrighted by the Inter- national Association of Plumbing and Mechanical Officials and the International Conference of Building Officials, is hereby adopted by reference as the Mechanical Code of the City of Carlsbad. - 12 - 3 i 5 4 K E 7 E 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 * SECTION 3. Any person or corporation who violates any 3f the provisions of this Ordinance shall be guilty of a nisdemeanor . SECTION 4. The Director of Building and Housing of the 3ty of Carlsbad is designated as the Building Official as nentioned in said Uniform Building Code and Uniform Nechanical :ode and is designated as the person who shall enforce all of the provisions of said codes. SECTION 5. Sections 1 and 2 of Ordinance 8049 and all Irdinances and parts of Ordinances in conflict herewith are hereby repealed. SECTION 6. EFFECTIVE DATE. This ordinance shall take zffect and be in force on the thirty-first day from and after its Idoption. SECTION 7. PUBLICATION. The City Clerk of the City of zarlsbad is hereby directed to cause this ordinance to be published ince in the Carlsbad Journal, a newspaper published and of general Zirculation in said City of Carlsbad. First read at a regular meeting of the City Council of :ity of Carlsbad held on the 4 day of November , 19 70 the ind finally passed, approved and adopted at a regular meeting held in the 17 day of November , 19 70 , by the following vote, :o wit: AYES : Councilmen Dunne, McComas, Lewis. NOES : None. ABSENT: Counci ABSTAIN: Counci man Castro. man Jardin+, Icy City of Carlsbad iTTEST : - 13 -