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HomeMy WebLinkAbout2310 CAMINO VIDA ROBLE; ; CB920494; PermitBUILDING PERMIT Permit No: CB920494 05/18/92 14:43 Project No: A9201268 Page 1 of 1 Development No: Job Address: 2310 CAHINO VIDA ROBLE Str: Fl: Ste: Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 213-050-08-00 Valuation: 100 Construction Type: NEW Occupancy Group: Referenced Status: PENDING Description: MECH, ELEC, PLBG PLANS FOR Applied: 05/18/92 : HUGHES OCCUPANCY PURITAN BENNETT BLDG Apr/Issue: ^ .— Validated By: CD Appl/Ownr : HUGHES AIRCRAFT -lto*> I&S-CS— 619 931-3798 2051 PALOMAR AIRPORT ROAD CARLSBAD CS 92009 *** Fees Required *** *** Fees Collected & Credits *** Fees: .00 Adjustments: .00 Total Credits: .00 Total Fees: .00 Total Payments: .00 Balance Due: .00 ESGIL, CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DJEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: CARLSBAD 9Q-- 4* 9 4* SET: T. \ Q (S rtirrr?vH: T. L. J PLAN CHECKER COPY ^DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the -jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 21X51 PaJrvmmr irpoH-V j Ai IBB Esgil staff did not advise the applicant contact person that ^^ plan check has been completed. I ] Esgil staff did advise applicant that the plan check has — been completed. Person contacted: _ Date contacted: REMARKS: Telephone # Enclosures: ESGIL CORPORATION S/19/9V IGA DCM FLAM CHECK HO.:90.- 494 PLAN CORRECTION SHEET TEHANT IMPROVEMENT . Date plans received by jurisdiction: JURISDICTION; CARLSBAD TO: 2-051 9xlQTf\ar ftvrpflrt Rcl PROJECT DATA OCCUPANCY: BUILDING USE: TYPE OF CONSTRUCTION: ACTUAL AREA: ALLOWABLE AREA: STORIES: HEIGHT: SPRINKLERS: OCCUPANT LOAD:440 ± REMARKS: Date plans received by Esgil Corporation: Date initial plan check completed: Applicant contact person: FOREWORD: PLEASE REAP Flan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the BuiIding Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Code sections cited are based on the 1988 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed UP the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet, specification, etc. Be sureto enclose the marked UP list when you submit the revised plans. NOTE: PAGE JKMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS HEEDING CORRECTIONS WERE DELETED. LIST NO. 56 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1988 UBC Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(d). 4.1 Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. © / / Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Provide the correct address and suite number of tenant space on the plans. Section 302(d). Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. UBC Section 304 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work, proposed. Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or remodel) within the building. On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. A complete description of the activities and processes that will occur in this tenant space should \>e provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 9-A and 9-B possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 901(f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour occupancy separation. Section 404. The number of control areas within a building used for retail/wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. The aggregate quantity of any hazardous materials "in use" and "in storage" shall not exceed the quantity listed in Tables 9-A and 9-B for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302(d). Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect proposed openings in existing or new fire walls. 7/10/91 Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Provide a section view of all new interior partitions. Show: (a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". (b) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). (c) Wall sheathing material and details of attachment (sizfe and spacing of fasteners). (d) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Provide notes and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 510(b). Note on the plans: "All interior finishes must comply with Chapter 42 of the UBC". Specify "Class flame spread rating (minimum) for ." Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided 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 (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceil ing guj_d_£lc^mj_aboye so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail sales shall be separated from the public area by a one-hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. An automatic sprinkler system shall be installed in rooms used by the occupants for the consumption of alcohol and in accessory uses where the total area of such unseparated rooms and assembly uses exceeds 5000 square feet. Section 3802(c). The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. The width of the required level area on the side into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. Section 2-3304, Title 24. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705. In areas where the occupant load exceeds . ... two exits are required. See . Table 33-A. 2/15/90 Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(a). Rooms with more than 10 occupants may have one exit through one adjoining room. Revise exits to comply. Section 3303(e). Exit signs are required for exits serving an occupant load exceeding 49. Show all required exit sign locations. Section 3314(a). Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). Show the locations of existing exits from the building and show the path of travel from the remodel area to the existing exits. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a sign on or near the exit doors reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". This signage is only allowed at the main exit. Section 3304(c). Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(f). Exit doors should swing in the direction of egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3303(b). Applies to door(s) Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not used for disabled access). Section 3304(i). Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305(d). Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(h). / Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304(b). Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted.' Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 3305.HLE Cftfeiu&tS uivy UOT T%>HM EXIT Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Corridors serving less than 10 occupants must be a minimum of 36 inches in width. Section 3305(b). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(e). 54. ) Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction except: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b.Exterior sides balconies. of exterior exit c. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). Section 3305(g), Exception 5, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. Section 3305(g), Exception 5 does not apply to common corridors where the corridor serves as an exit for non-office areas (manufacturing, warehouse, etc.). 2/14/90 Section 3305(g), Exception 5 is applicable only for corridors on one floor; the corridors on the lower level(s) must be rated if these lower corridors have openings into them from other levels. If non-rated corridors are used per Section 3305(g), Exc. 5, provide a reference to the corridors on the floor plan, noting: 1. 2. 3. Corridors are non-rated per Section 3305(g), Exception 5. Smoke detection system must be listed by the State Fire Marshall and be a supervised low voltage system. Smoke detectors center. shall be maximum 30' on 4. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly marked FIRE ALARM CIRCUIT CONTROL, with a lock-on device. If a tenant space utilizes Section 3305(g), Exception 5, then that tenant space shall be separated from adjacent spaces by a demising wall constructed as for a one-hour corridor wall. Clearly show where the non-rated corridor system terminates and a rated corridor system commences. 61.1 One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306(b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h). 62. / Show rated corridors, lobbies, reception or foyers cross-hatched on the floor plans. Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(h). Provide a complete architectural section of the corridor, or exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations. Section 3305(g). 65.J Show the location of fire dampers. Provide fire dampers at duct penetrations of fire- rated yuoupanay and—evea—caparatannry •and- corridor walls and ceilings. A306(j). Section If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. If building exceeds two stories and has an elevator opening into a rated corridor, show how the smoke and draft control provision of Section 3305(h) will be met. Either provide a separated elevator lobby or a second door at the elevator entry meeting the provision. If a second door is provided at the elevator entry, note that it will be readily openable from the car side without a key, tool or special knowledge or effort. Section 5106. Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). When nonflammable supply cylinders for medical gas systems are located inside buildings, they shall be in a separate room or enclosure separated from the rest of the building by not less than one-hour fire-resistive construction. Doors to the room or enclosure shall be self-closing smoke- and draft-control assemblies having a fire-protection rating of not less than one hour. Rooms shall have at least one exterior wall in which there are not less than two vents of not less than 36 square inches in area. One vent shall be within 6 inches of the floor and one shall be within 6 inches of the ceiling. When an exterior wall cannot be provided for the room, automatic sprinklers shall be installed within the room and the room shall be vented to the exterior through ducting contained within a one-hour- rated shaft enclosure. Approved mechanical ventilation shall provide six air changes per hour for the room. Section 702(b)4. 6/13/90 FT-BrrntTrAL Submit plan showing location of all panels. Submit panels schedules. Submit electrical load calculations Indicate existing main service size. Indicate existing total main service load. Indicate new additional loads. Indicate wiring method, i.e. EMI, metal flex. Show exit signs on the electrical lighting plan(s). As per Section 3313 and 3314 of the 1988 UBC, provide two sources of power to exit signs and exit illumination. Provide receptacle(s) within 25' of HVAC units. UMC Section 509. Provide multiple switch lighting controls per Title 24, 5319. Provide an electrical plan for the alarm system showing compliance with criteria described under earlier correction number 58. MECHANICAL Provide mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and 705, UBC. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. Detail access equipment. and working clearances to HVAC Cooling coils or cooling units located in attic or furred space, where damage may result from condensate overflow, shall be provided with an additional water tight pan of corrosion resistant material to catch overflow if primary condensate drain becomes clogged. Section 1205, UMC. ' One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706(b). FLOMBING Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. Provide drain, waste and vent plans. Provide water line sizing calculations. UPC Section 1009. Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). Show 1/4" per 12" slope lines. UPC Section 407. on drain and waste Provide a drinking fountain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 605. New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standard s Institute Standard A112 . 19 . 2 , and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921. 3(b). ENERGY Provide complete energy design calculations, including all existing design and new energy design for this building. See attached non- residential energy design checklist. For remodels in an existing conditioned space, show that the remodeled space will not use more energy than the existing space or show the remodeled space will conform to latest energy design standards. CITY OF CARLSBAD SUPPLEMENT Floor drains Policy) . must nave auto-prime (City ido. A grease interceptor is required . Show details complying with City Policy 83-34. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). Condensate drains must connect to a wet trap (dry traps are not permitted). (Memo 1/14/83). 101. Show fans are duct type; City Policy does not permit ductless fans. 1/23/92 Romex is not permitted in industrial or commercial buildings. (City Policy) . No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) Wft. /• wre. I All roof-mounted equipment shall be concealed from view. Provide structural detailing for the screening. All panel boards shall have a minimum 100 amp rating or approved by the Building Official. B. The minimum rating of a service disconnect is 100 amperes. The minimum size conductor to receptacles and lighting fixtures in commercial and industrial buildings shall be #12 Cu'. '8. AC(BX) cable is not allowed in group A, B, E, H and I occupancies, (see Ord. for exception) Only tank- type water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. m.. Please see additional corrections or remarks that follow. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No NOTE: The following provisions are contained in Title 2*», Part 2, California Building Code, as adopted and enforced by the State Fire Marshal. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than six persons and in all other occupancies having an occupant load of 30 or more shall be not less than one- hour fire-resistive construction. Section 3305(g)l. 2. Note on the plans that approved floor-level exit signs shall be provided. This applies to A, £ and I occupancies. Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. EXCEPTION: Buildings separated by continuous area separation walls of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. In educational occupancies, storage and janitor closets shall be of one-hour fire- resistive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c). Section 1807 should be reviewed for all high- rise buildings. The exception in Section 3318 of the UBC has been revised so as to allow the omission of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. JS-6. /• 1/23/92 The- jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1^68, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact _ GV)UCJC at Esgil Corporation Thank you. Enclosures: 1. 2. 3. 1/23/92 ELECTRICAL PLAN CORRECTION SHEET JURISDICTION CSECX KLKBER; 92." PAGE: 1_ SET: X PUOi CHECKER: CHUCK MENDENHALL TV>&. S^Q cord c\e.6\r-terl rm £- TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction Plan Check No. 92--4-94* References to section numbers with prefix "2" are to (California Building Code). Prefix "3" is for Part 3 Part 5 (California Plumbing Code). o Title 2k, California Code of Regulations, Part 2 (California Electrical Code). Prefix "5" is for Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT ICAFPED PARKING SPACES .handicapped spaces,Provide 2-7102(b) b. Space shal 1 be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102(c) c. Parking space shall be a minimum of 9 ft.xlS ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). d. Maximum slope of parking surface in any direction shall not exceed 1/4" per foot. 2-7102(e). e. Parking space(s) shall be identified with the International Symbol of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36"x36" and painted at the back of the parking stall). 2-7102(f) f. Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in handicapped space(s) may be subject to tow-away. 2-7102(f) g. If covered parking is provided, then a reasonable portion of the total number of stalls reserved for the .disabled shall also be covered. 2-7102(a) h. Entrances to and vertical clearances within accessible levels of parking structures shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102(g) ( 2 .^ CURB RAMPS a. Curb ramps shal 1 pedestrian path 7103(a)) be located wherever crosses curb. (2- b. Curb ramp shall be 48" nin. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) c. A level 48" min. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) d. If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) e. Surface is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent f. Border markings shall be 12" wide of l/4"xl/4" grooves, 3/4" apart, located at top and sides. 2-7103(h) 3 . \ WALKS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-7101(a) b. Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 48" minimum, and shall have slip-resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/4" per foot. 2-3325(a)3 e. Gratings are not allowed whenever possible. 2-3325(b) f . At each gate or door a 60"x60" level area is required when the gate swings toward the walk. 2-3325(e) g. A 48"x44" deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 24" clear space is required at strike side of gate or door. 2-3325(e) 4. } PEDESTRIAN RAMPS a. A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307(a) b. The oaximno slope shall be 1 in 12. 2-3307 (c.l) c. The width shall be 48" minimum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 36" when the occupant load is 50 or less. 2- 3307(b.l) d. The surface of ramps shall be slip- resistant. 2-3307(g) e. A 60" intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30 degrees). 2-3307(d.l) f. Landings are required at top and bottom of ramps. 2-3307(d.l) g. Bottom landing shall be minimum of 72" in the direction of travel. Fig. 2-33- 11A h. Top landing shall be 60" x 60" minimum. 2-3307(d.l) . i. When' door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.l.) j. Top landing shall have 60" min. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307(d.l) k. Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307(e.l) 1. Ramp handrails shall be continuous, located 30"-34" in height above raop surface, with 12" extensions beyond top and bottom, and the ends returned. 2-3307(e.l) m. Handrails shall be 1-1/4" to 2" cross section, spaced minimum of 1-1/2" from wall. 2-3307(e.l) n. A 2" high curb or wheel guide rail centered 3" ± 1" above ramp surface is required on " both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. 2-3307(h.l) SPECIAL ACCESS LIFTS a. Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) . b. The lift platform shall be of sufficient size to accommodate a wheelchair (30"x48"). 2-5107(a) c. There shall be a level and clear floor area or landing (60"x60") at each level for access to the lift. 2-5107(a) HAZARDS a. Provide 80" headroom from walkway surface to any overhanging obstruction. 2-3326(b) b. Headroom of 80" minimum shall be maintained for walks, corridors, aisles, etc. 2-522(f) c. Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into walks, corridors, etc. 2-522(f) d. Free standing objects mounted on posts between 27" and 80" above the floor may project a maximum of 12". 2-522(f) e. Abrupt 'changes in level exceeding k" adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs above walk surface. 2-3326(a) ENTRAHCES AHD dRCOLATIOW 7. 1ENTRANCES, DOORS, VESTIBULES AND CORRIDORS a. All primary entrances to buildings shall be accessible to the handicapped. 2-3301(f) b. All required passage doors shall have 32" clear opening at 90 degrees (36" door). 2-3304(f) c. At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) d. Threshold shall be no higher than 1/2" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/4". 3304(i.l) e. Exterior level landing may slope up to 1/4" per . foot in any direction for surface drainage. 2-413 f. Door hardware shall be of the lever or push type, mounted 30" to 44" above the floor and be operable with a maximum effort of 8.5 Ibs. for exterior doors and 5 Ibs. for interior doors. 2-3304(c), 2- 3304(i.2) g. The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(1.3) h. Building entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) i. At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. 2-3304(1.4) j. There shall be a clear area on each side of door, 60" deep in direction of door swing and 44" deep in opposite direction of door swing. 2-3304(1.1) k. Width of clear area on the swing side of the door shall extend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors. 1. The space between two consecutive doors (vestibule) shall provide a minimum of 48" clear depth between the open door and a second closed door.Doors in a series at a vestibule shall swing in the same direction, or away from the space between them. 2-3304(i.l) m. For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2. FLOORS a. Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, or s pecial access lifts. 2-522(e) STAIRWAYS NOTE: Only applies vhere disabled access is provided or required to other levels. a. Treads shall have smooth, rounded exposed edges and be slip resistant. 2- 3306(s) b. Nosing shall not project more than 1-1/2 inches past face of the riser below. 2-3306(s) c. Risers shall be sufficiently solid. 2-3306(s) d. The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. 2-3306(r) e. On exterior stairs, each tread shall be marked as noted above. 2-3306(r) f. Handrails are required on each side of stairway. 2-3306 g. Handrails shall be located 30" to 34" above nosing,extend 12" beyond top riser and 12" plus tread, width beyond bottom nosing and returned to wall/newel post. 2-3306(j.l). h. Handrails shall be 1-1/4" to 2" in gripping cross section and 1-1/2" clear of wall. 2-3306(j.l) i. Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. Standard No. 33-2. . ELEVATORS a. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.l). 1. At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch -side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. 2. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 54", with a minimum clear door width of 36". 3. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. b. Raised Braille markings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.l) SARUARI FACILITIES 11. JTOILET FACILITIES ACCESS a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511.l(a)) b. Doorways ' shall have 32" minimum clear opening width. 2-511.1 c. There shall be a level area with 60" clear depth in the direction of the door swing, and a level area with 44" clear depth in opposite direction of door swing. 2-511.l(a) TIPLE ACCOMMODATION TOILET FACILITIES a. Provide clear area 60" diameter x 27" high - or clear space 56" x 63" x 27" high. 2-511. l(a) b. Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511.l(a) c. Provide a 28" clear space between water closet and fixture or 32" clear space between water closet and wall. 2-511.l(a) d. A 48" long clear space is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. 2-511.l(a) e. Water closet compartment door to provide 32" clear width 'for. end entry and 34" clear width for side entry. Door to be self-closing. 2-511.l(a) SINGLE ACCOMMODATION TOILET FACILITIES a. Water closet shall be located 28" from a fixture or 32" from a wall. 2-511.l(a) b. Minijnum clear space in front of water closet shall be 48". 2-511.l(a) c. In an existing building, a single accommodation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511.l(a) 16.JURINALS 14.GRAB BARS AT WATER CLOSET a. One at side 42" long extending 24" in front of water closet; one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank- type toilet is used, grab bar may be as high as 36". 2-511. l(a) b. Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall. 2-511. l(a) c. Bar fasteners-and mounting support shall be able to withstand 250 Ibs./ft. in bending, shear and tension. 2-511.l(a) 'AXER CLOSET a. Height of water closet seat shall be 17" to 19" above floor. 5-1502 b. Controls shall be ' operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 c. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the floor. 5-1502 d. The force required to activate controls shall be no greater than 5 pounds force. 5-1502 a. Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. 5-1503(a) b. The force required to activate the flush valve shall be 5 Ibs. maximum and located 44" maximum above floor. 5-1503(b) c. Provide 30" x 48" clear floor space for ^_^^ forward approach. 2-511. l(b) ( 17.JLAVATORIES ^^^^a. Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511. l(b) b. Provide clear space beneath lavatories 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space) . The maximum counter surface height should be 34". 5-1504(a) c. Hot water and drain pipes under lavatories shall be insulated. 5-1504(b) d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping , pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 Ibs. 5-1504(c) e. If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) 18. ITOILET ROOM ACCESSORIES a. Mirror bottom edge shall be located 40" maximum above floor. 2-511. l(b) b. Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. 2-511. l(b) c. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. 2-511.1(b) 19. JSANITARY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle for men, 12" diameter circle for women, and 1/4" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) Date152792. Jurisdiction Prepared byi (2^KA VALUATION AND PLAN CHECK FEE PLAN CHECK NO. 92^494^ BUILDING ADDRESS 2-2>lO C<XYYUV\n \IC^L R^tA^ Q Bldg. Dept. O EsgiL/' APPLICANT/CONTACT Om ftel I PHONE NO. 9il~ 2>~/9£> BUILDING OCCUPANCY DESIGNER PHONE / TYPE OF CONSTRUCTION BUILDING PORTION T,T. Air Conditioning Commercial /> Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 2_fe&O / / / / / / / /y CONTRACTOR VALUATION MULTIPLIER / 0-\ / / / / / / / ) @ @ e • PH0i^E / / VALUE .^ GQ&JA-&O^ ~7 LO ^fo ^r& i & &oc?^g^ Building Permit Fee $ Plan Check Tee $ COM HENTS: SHEET OF 12/87 r * yj\ *.J ,5 -? i u. ^ iu.2 Q- ui' ro J . J 111 4 f t e* tM. e S CO c i V) 11 .!k) r t) -r1i