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Home My WebLink About166850_3_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: PROJECT ADDRESS: PLAN CHECK ENGINEER:TEL:714FAX:714 647-5897 TYPE OF CONSTRUCTION: OCCUPANCY CLASSIFICATION(S): PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION INITIAL REVIEW EXPIRATION RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. 3. TEL: FAX: VALUATION: EMAIL: FLOOD ZONE: APPLICABLE CODE: 2010 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. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used.Resubmit corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) for an appointment.Please return marked up set of drawings with corrections.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 (647-5839 or 647-5700) - Police Department approval on the corrected/final set of drawings (647-5840) - Public Works Agency approval (647-5039) - Proof of Worker’s Compensation Insurance shall be required at the time of permit issuancePlease note type of construction on drawing as Type I based on the 2010California Building Code.Proposed trellis is required to be the same Type of construction as existing building, Type I (Non-combustible) equipped with Spk system.Please clarify is proposed Trellis is close to existing building classified as R-1, A or B occupancy. Assign the same occupancy for trellis.Indicate distance from proposed trellis to existing building and property lines and from trellis to existing building. Please refer to Section 503.1.2 of CBC for additional comments.Show on the drawings: - Occupancy Classification(s) - Type of Construction - Fire Sprinkler- Show all property lines of record on the site plan. Show compliance with CBC Section 704 and CBC Tables 601, 602, and 704.8The 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 CBC Section 1126A.3.2. Provide dimensions on the drawings.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. CBC Section 1126A.3.1.Provide dimensions on the drawingsCBC Sections 1133B.2.4 and 1133B.2.4.1, 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.Refer to the attached entrance/door handout. Revise the drawings to show complianceCBC Section 1133B.5.2, Width. Pedestrian ramps shall have a minimum clear width of 48”, unless required to be wider by some other provision of this code. Pedestrian ramps serving entrances to buildings where the ramp is the only exit discharge path and serves an occupant load of 300 or more shall have a minimum clear width of 60”. Indicate occupant load on the drawings to justify 48” width ramp.CBC Section 1133B.5.4.2, Size of top and bottom landings. Top landings shall be not less than 60” wide and shall have a length of not less than 60” in the direction of ramp run. Landings at the bottom of ramps shall have a dimension in the direction of ramp run of not less than 72”.CBC Section 1133B.5.8, Outdoor ramps. Outdoor ramps and their approaches shall be designed so that water will not accumulate on walking surfaces.Clarify on the drawings, if detectable Warning is required for this project. When a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning which is 36” wide, complying with the CBC Section 1133B.8.5. 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 in accordance with CBC Section 1133B.8.5.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, showing compliance with CBC Section 1129B and CBC Table 11B-6.Refer to the attached parking handout for additional plan check comments. Revise the drawings to show compliance.Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: - Handrail(s)/guard(s). CBC Sections 1012, 1013, and 1607.7. - Guard(s). CBC Sections 1013 and 1607.7.CBC Section 1603.1.2, Roof live load. The roof live load used in the design shall be indicated for roof areas (Section 1607.11).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.Attach one copy of as built structural drawings for trellis to each set of plans to show footing size, column size, rebar, etc for justification.Or provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for complete vertical and lateral load analysis. Incorporate the results of structural calculations into drawings prior to re-submittal. City of Santa Ana Building Safety Division policy on foundation design in absence of soil report.Revise structural calculations for minimum foundation/footing designas follow; -Allowable foundation pressure not to exceed 1000 PSF. - Footing to have minimum reinforcement of: 2 #4 at top and 2 #4 at bottom. - The minimum depth of footings below undisturbed ground surface to be 12 inches. - Minimum width and thickness of the footing shall comply with Table 1805.4.2 of the 2010 CBC.