The URL can be used to link to this page

Home My WebLink About190487_1_Corrections.docxCOMMERCIAL 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: 10180152 PROJECT ADDRESS: 2800 N Main St PLAN CHECK ENGINEER: Kwak, JasonTEL:714 647-5866 jkwak@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: II B, SPK OCCUPANCY CLASSIFICATION(S): M PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 11/18/2013 INITIAL REVIEW 11/20/2013 EXPIRATION 5/17/2014 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Jesus Hurtado 3. TEL: (323)485-4040 FAX: VALUATION:$15,000.00 EMAIL: Jesse.hurtado@gmail.com FLOOD ZONE:X-0602320163J 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) 647-5866 for an appointment.CBC Sections A1071, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer.This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits may be 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. - Police Department approval on the corrected/final set of drawings (647-5840) - Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceProvide dimensioned plansClarify on second floor plan where the scope of work extends. For example, clarify if there is any work to be done to the floor assembly of the existing 2nd floor corridor.Label and note hourly fire rating of: - Exterior walls - All corridors - Stair enclosuresProvide on the drawings a complete “fire resistance design schedule” which shall include the following: - Evidence of appropriate fire resistance for each building element in accordance with specific UL listing or ICC Evaluation Report for each material selected. 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 stairway(s). - 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.There shall be no enclosed usable space under exterior exit stairways unless the space is completely enclosed in 1-hour fire-resistance-rated construction. The open space under exterior stairways shall not be used for any purpose.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”.CBC Section 1013.3. Open guards shall have intermediate rails or an ornamental pattern such that a sphere 4” in diameter cannot pass through. - The open space between the intermediate rails or ornamental pattern of guards in commercial and industrial-type occupancy areas, which are not accessible to the public, may be such that a sphere 12” cannot pass through. - The triangular opening formed by the riser, tread, or bottom elements of a guard at the open side of a stairway may be of such size that a sphere 6” in diameter cannot pass through.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.CBC Section 1011.1. Provide a directional exit sign at changes in exiting direction.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.” - Each exit door that leads directly to a grade-level exterior exit by means of a stairway or ramp shall be identified by a tactile exit sign with the following words as appropriate:“EXIT STAIR DOWN”“EXIT RAMP DOWN”“EXIT STAIR UP”“EXIT RAMP UP”Provide structural attachment for guardrails and handrails.Sheet S-2: There are two Details B. Please revise.