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HomeMy WebLinkAbout197417_2_Corrections.docxTENANT IMPROVEMENT PLAN CHECK COMMENTS COMMENTS Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org PLAN CHECK NO: 10182280 PROJECT ADDRESS: 3509 W Fifth St PLAN CHECK ENGINEER: Mazarji, ZacTEL:714 647-5831FAX:714 647-5897 TYPE OF CONSTRUCTION: V B, SPK OCCUPANCY CLASSIFICATION(S): B PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 8/20/2014 Building addition INITIAL REVIEW 8/21/2014 EXPIRATION 2/16/2015 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Epifanio F Quijano Jr 3. TEL: (310)968-4050 FAX: VALUATION:$350,000.00 EMAIL: Jfqassoc@yahoo.com FLOOD ZONE:X-0602320256J APPLICABLE CODE: 2013 CALIFORNIA BUILDING CODE (CBC) WITH CITY OF SANTA ANA AMENDMENTS All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your project, note “N/A” and discuss the reason with the plan checker.Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. A separate sheet for response may be used.Resubmit 3 corrected sets of plans.Please return to red marks on the drawings for additional plan check comments and marked up set of drawings with corrections.(When needed) Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, fire sprinkler systems, and electrical work. Call 647-5800 for information.The applicant shall obtain clearances/approvals for the following prior to building permit issuance:Planning Division approval on the corrected/final set of drawings (647-5804.) Previously approved plans should be submitted to expedite the process.Fire Department approval on the corrected/final sets of drawings (714-573-6108Police Department approval on the corrected/final set of drawings (647-5840.)Public Works Agency approval (647-5039.)Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039.)School District Compliance Certificate; a copy of the building permit application, signed by the plan check engineer, shall be required by the School District to verify the scope of work. Proof of Worker’s Compensation Insurance shall be required at the time of permit issuance.All drawings to be sign and stamped by a California licensed architect or engineer. Submit a letter addressed to the Building Safety Division describing in detail the use of proposed building including Type of medical office to establish B or I medical office occupancy based on Section 302 of 2013 CBC. The letter to be signed and stamped by physician in charge of this facility. Show on the plans: - Complete legal description - Assessor’s Parcel Number - Occupancy Classification(s) - Type of Construction - Area tabulation justifying floor area(s) of building(s) (CBC Sections 503, 505, 506, 507, and 508 and CBC Table 503).)Identify location of recorded property lines on the site plan and show required fire rating of new exterior walls and parapet based on Table 602 of CBC.Reference each fire-resistive assembly to a CBC Chapter 7, Table and Item number: - Walls and parapet - CorridorsProvide typical section view detail of all new partitions and ceilings to show framing and attachment Note on the floor plan the use and occupancy load of each room and/or area. Relate each use to a CBC Table item. Note occupant loads which are the greater number based on CBC Section 1004 and Table 1004.1.2. Show required number of exits.details.Egress shall not pass through kitchens, storage rooms, closets or spaces used for similar purposes. Please refer to red marks on the drawings for location of 36” or 42” wall to separate corridor/exit way from employee lunch room.Exit illumination and exit sign requirements in accordance with CBC Section 1011 shall be shown on the drawings. Be specific as to the type of exit signs to be installed.Tactile exit signs shall be required at the following locations: - Each grade-level exterior exit door shall be identified by a tactile exit with the word “EXIT.” Show/note ventilation requirements on the plans in accordance with the CBC and California Mechanical Code (CMC) requirements for each type of use. Note on drawings: - Provide mechanical ventilation for each area/room in accordance with the 2013 California Mechanical Code.Note on drawings: Show/note LIGHTING requirements on the plans in accordance with CBC and California Electrical Code requirements for each type of use.Please complete the attached Disabled Accessibility Documentation Form to confirm full accessibility compliance. Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Chapter 11-B, Division 2:- An accessible entrance - An accessible route to the altered area - Accessible restrooms - Accessible telephone (if any) - Accessible drinking fountains, and - Parking, signage and alarms (FYI) It is the project designer’s/property owner’s responsibility to show compliance on the drawings with all applicable Federal and State Accessibility Standards. City of Santa Ana does not have jurisdiction to enforce ADA compliance and it is the responsibility of designer. If applicable please remove notes referring to ADA compliance from drawings. This project is reviewed for compliance with State Accessibility Standards T-24). When revising accessible parking stall please insure that truncated dome is provided at zero curbs) Provide truncate domes to cove the accessible parking stall landing. If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings or other elements (at zero curb) between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning which is 36” wide, Show location of 4” curb with double line and location of zero curb with truncated dome. Provide enlarge drawings to show compliance. Detectable Warning Product Approval. Only approved Division of the State Architect, Access Compliance (DSA/AC) approved detectable warning products and directional surfaces shall be installed. DOORS (ACCESSIBILITY)Provide the following information to insure existing and new doors are accessible;The width of the level area on the side to which the door swings shall extend 24” past the strike edge of the door for exterior doors and 18” past the edge for interior doors. Provide specifications for doors hardware (i.e., lever type, push-pull panic, etc) to comply with disabled access requirements. The floor or landing at each side of an exit door shall be level and having a length in the direction of the door swing of at least 60” and the length opposite the direction of door swing of 44” as measured at right angles to the plane of the door in the closed position. Regardless of the occupant load, there shall be a floor or landing on each side of a door. The floor or landing shall be not more than ½” lower than the threshold of the doorway. Change in level between ¼” and ½” shall be beveled with a slope no greater than 1:2. Change in level greater than ½” shall be accomplished by means of a ramp. Provide detailed sections and plan views showing compliance at all doorways requiring accessibility.All entrances and exterior ground-floor exit doors to buildings and facilities shall be made accessible to persons with disabilities. Doorways shall have a minimum clear opening of 32” with the door open 90 degrees, measure between the face of the door and the opposite stop. Doorways require dimensioning on the plans to insure compliance with the required landing area/maneuvering clearances at doors. Hand-activated door opening hardware shall be centered between 30” and 44” above the floor. Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single effort by lever-type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction. Note on the drawings: “Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and interior doors, such pull or push effort being applied at right angles to hinged doors and at the center place of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate administrative authority, not to exceed 15 pounds.All building entrances that are accessible to and usable by persons with disabilities shall be identified with a least one standard sign and with an additional directional signs, as required, to be visible to persons along approaching pedestrian ways.CBC Section 1133B.2.6, Required the bottom 10” of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrestSITE ACCESSIBILITYEntrance(s) to the building or facility and primary path of travel to the specific area of new work, alteration, structural repair or addition shall be accessible. Path of travel incorporated all elements from the exterior arrival site to remodeled area.At every entrance and at every major junction along or leading to an accessible route of travel, there shall be a sign displaying the international symbol of accessibility. Signs shall indicate the direction to accessible building entrances and facilities. Sidewalks accommodating the disabled must be at least forty-eight inches (48”) wide and at least sixty inches (60”) where door swings over walk. Please see red marks on the site plan.RAMPRamps with a rise greater than 6” shall have handrails on both sides. Handrails shall comply with Division 4 of 2013 CBC.- Wheel guides,where the ramp surface is not bounded by a wall.-A guide curb a minimum of 2” in height shall be provided at each side of the ramp.-A wheel guide rail shall be provided, centered 3” plus or minus 1” above the surface of the ramp.PARKING Medical care outpatient units and facilities require at least 10 percent of the total number of parking spaces provided be disabled accessible. Units and facilities that specialize in the treatment or services for persons with mobility impairments require at least 20 percent of the total number or parking spaces provided be disabled accessible.Provide parking data on the site plan showing the total number of parking spaces provided the number of disabled accessible spaces and the number of van accessible spaces.Surface slopes of accessible parking spaces shall be the minimum possible and shall not exceed 1 unit vertical to 50 units horizontal (2% slope) in any direction. Please verify and note on the site plan.Revise the drawings to show disabled accessible parking space loading/unloading aisle on the PASSENGER SIDE.One in every eight accessible spaces, but not less than one, shall be served by an access aisle 8’-0” (96”) wide minimum and shall be designated van accessible. The words NO PARKING shall be painted on the ground within each eight’ loading and unloading access aisle. This notice shall be painted in white letters no less than 12” high and located so that it is visible to traffic enforcement officials. SANITARYProvide completely dimensioned floor plans, elevations and sections of sanitary facility insuring wheelchair clearances. Sanitation facility toilet room floors shall have a smooth, hard, non-absorbent surface such as Portland cement, concrete, ceramic tile or other approved material which extends upward onto the walls at least 6”. Walls within 2’ of the front and sides of urinals and water closets shall be similarly finished to a height of 4’.Provide complete grab bar details on the drawings showing structural strength to support a 250 pound point load.Note on the drawings hot water and drain pipes under lavatory shall be insulated.Drinking fountains serving the area of new work shall be accessible. Sections 11B-602, 11B-211and California Plumbing Code Table 422.1. Where counter are provide, one of each type is required to be accessible. at least 5 percent, but never less than one, of each type of station shall be located at a section of counter that is at least 36” long and no more than 28 to 34” high. Show accessible sink and table at lunch room. ( Where applicable counters to be accessible for both side, clients and employee side) Please refer to red marks on the drawings for providing elevation) - Provide a minimum 30” x 48” wheelchair clear floor space. - Provide knee space at tables at least 27” high, 30” wide and 19” deep. - Provide height of tables between 28” – 34” from the floor ground. GLAZINGProvide on the drawings a complete window schedule showing: - Window sizes - Type and thickness of glazing (type of safety glazing for hazardous locations noted under CBC Section 2406.Glass and glazing shall be in accordance with CBC Chapter 24. Note on the drawings all windows and doors having glazing. Note type of safety glazing complying with CBC Section 2406 for hazardous locations listed under CBC Section 2406.3. ENERGY STANDARDSThis building is subject to the State of California Energy Conservation Regulations: Revise energy calculations to show addition approach and call out exterior and roof insulation on the drawings and revise calculations to show compliance with 2013 CEC. Registration is required. - The corrected/final ARCHITECTURAL drawings shall have the required energy efficiency compliance documentation with completed signature blocks filed on the plans. The same information may be copied on the Electrical Plans for the Electrical Plan Checker. - Provide cool roofing as required by 2008 Energy Standards for new roofing. STRCTURALProvide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: - New mechanical equipment on roof (note on Roof Framing Plan weight of each existing and new piece of equipment on the roof) - New equipment screening on roof (When required by Planning department) - Trash Enclosure (see attached handout.) or see handout and provide a copy on the drawings.CBC Section 1603.1.4, Wind design data. The following information related to wind loads shall be shown, regardless of whether wind loads govern the design of the lateral-force-resisting system of the building: - Basic wind speed (3-second gust), miles per hour (km/hr). - Wind importance factor, I, and occupancy category. - Wind exposure. Where more than one wind exposure is utilized, the wind exposure and applicable wind direction shall be indicated. - The applicable internal pressure coefficient. - Components and cladding. The design wind pressures in terms of psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional.CBC Section 1603.1.5, Earthquake design data. The following information related to seismic loads shall be shown, regardless of whether seismic loads govern the design of the lateral-force-resisting system of the building: - Seismic importance factor, I, and occupancy category. - Mapped spectral response accelerations, SS and S1. - Site class. - Spectral response coefficients, SDS and SD1. - Seismic design category. - Basic seismic-force-resisting system(s). - Design base shear. - Seismic response coefficient(s), CS. - Response modification factor(s), R. - Analysis procedure used.In lieu of soils investigation report per Sections 1803of the 2013 California Building Code, revise structural calculations for minimum foundation/footing design requirements for small projects as follows: - Allowable foundation pressure not to exceed 1000 PSF. - Footing to have minimum reinforcement of: 2 #4 at top and 2 #4 at bottom.Clarify roof framing members span and location for new ceiling joist and roof rafters of structural roof plan.Please remove architectural coordination for shear wall as indicated on the structural drawings. Insure all coordination between architectural and structural is complete prior to re-submittal for recheck.Refer to red marks on the drawings for additional plan check comments.