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Home My WebLink About191088_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: 10180353 PROJECT ADDRESS: 219 E Fourth St PLAN CHECK ENGINEER: Heidari, FredTEL:714 647-5862FAX:714 647-5897 TYPE OF CONSTRUCTION: V B, SPK OCCUPANCY CLASSIFICATION(S): S-2 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 12/19/2013 INITIAL REVIEW 12/30/2013 EXPIRATION 6/17/2014 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Jeff Beddow 3. TEL: (714)722-7400 FAX: (949)722-8855 VALUATION:$276,360.00 EMAIL: jeff.saproperties@gmail.com FLOOD ZONE:X-0602320276J 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 3corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5862 for an appointment.Please return marked up set of drawings with corrections.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2010 California Building Standards Code with local amendments.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. - Orange County Fire Authority approval on the corrected/final sets of drawings ((714)573-6100) - Police Department approval on the corrected/final set of drawings (647-5840) - Public Works Agency approval (647-5039) - County of Orange Health Department approval on the corrected/final set of drawings ((714)433-6000) - Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceProvide the following: - Provide a fully dimensioned site plan on each set of plans. - Provide a fully dimensioned site plan on a separate 8½” x 11” sheet of paper. - Show all property lines of record on the site plan.There seems to be some proposed openings on the west side are on the property lines which are not meeting the 2010 California Building Code. The way to have these proposed openings is to tie the two properties to gatherwith a “LOT MERGER”. As an alternative, you may want to look into using a “COVENANT” to hold these two properties together as one. City of Santa Ana has used a lot merger as a way to hold two parcels together is last many years. I am not sure if a covenant would be accepted at this time. If you may want to submit a draft copy of the proposed Covenant to hold these properties as one, I will run it our Building Official and Planning and Building Agency Director to see if this will be an acceptable way to hold these two properties.Show on the plans: - Complete legal description - Assessor’s Parcel Number - Project Address/Suite/Room Numbers; Building Numbers - Area tabulation justifying floor area(s) of building(s) (CBC Sections 503, 505, 506, 507, and 508 and CBC Table 503)Label and note hourly fire rating of: - All corridors - Fire walls - Fire barriers - Shafts - Stair enclosuresReference each fire-resistive assembly to a CBC Chapter 7, Table and Item number: - Walls - Ceilings - Columns - Shafts - Structural Elements - Fire walls - Fire barriers - Stair enclosures - Hallways - CorridorsPlans shall indicate how required structural and fire resistive integrity will be maintained where a penetration will be made for electrical, mechanical, plumbing and communication conduits, pipes and similar systems. Note on the plans the ICC Research Report number, U.L. number, State Fire Marshal number, or approval number of another agency accepted by the City of Santa Ana.CBC Sections 1024.6 and 1018.1. Exiting from any occupied point in a building or structure on the subject site must be continuous, unobstructed, and undiminished to a public way.This includes gates which must show compliance with CDB Section 1008.2. Revise drawings to show compliance.Stairways shall show compliance with CBC Sections 1009 and 1133B.4 including applicable disabled accessibility requirements. - Provide complete architectural plan view, sections, details, and notes for two stairs from basement. - Dimension stairway width showing compliance with CBC Sections 1009.1, 1005, and 1007.3. - Dimension rise of steps shall be not less than 4” or greater than 7”. The run shall notbe less than 11”. - Treads, nosing, and risers require compliance with CBC Section 1133B.4.5, including no open risers and slip resistant treads. - CBC Section 1009.2, Dimension stairway headroom clearance. 6’ 8” minimum clearance.CBC Section 1133B.4.4, The upper approach and the lower tread of each interior stair shall be marked by a strip of clearly contrasting color at least 2” wide placed parallel to and close to (not more than 1” from) the nose of the step or landing to alert the visually impaired. The strip shall be of material that is at least as slip-resistant as the other treads of the stairs.Provide handrail details on the drawings showing compliance with CBC Section 1009.10, 1012, and 1133B.4.1. - Stairways shall have handrails on each side. - Handrails shall be 34 to 38” above the nosing of treads. - Handrails shall extend a minimum of 12” beyond the top nosing, and shall extend a minimum of 12” plus the tread width beyond the bottom nosing. - Ends of handrails shall be returned or shall terminate in newel posts of safety terminals. - Handrails projecting from a wall shall have a space of 1½” between the wall and the handrail. - The handgrip potion of handrails shall not be less than 1¼” nor more than 1½” cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Any wall or other surface adjacent to the handrail shall be free of sharp or abrasive elements. Edges shall have a minimum radius of 1/8”.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.Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: - Stairway(s). CBC Sections 1607, 1630a and 1133B.4, and CBC Table 1607.1, Item 36. - Handrail(s)/guard(s). CBC Sections 1012, 1013, and 1607.7. - Removal of bearing wall(s) - New opening(s) in bearing wall(s) - 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 - Any other structural alteration - Removal or alteration of existing shear wallsCBC 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.Calculations must be presented in a clear, legible, and organized manner conducive for structural plan review. A table of contents must be provided and pages must be numbered for referencing purposes. Resubmit revised calculations showing compliance.A key plan must be provided for the structural members designed on all pages of calculations so that the calculations and plans may be correlated.Submitted calc. and the structural drawings are not clear. Please provide the following items for the elevators shaft:Clear foundation plan with scale of: ¼”= 1’Clear first floor plan with scale of: ¼”= 1’ Clear second floor plan with scale of: ¼”= 1’ Clear ceiling plan for the shaft with scale of: ¼”= 1’ Structural details shall be completed as marked on the plan.