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Home My WebLink About173697_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: 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 4corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please return marked up set of drawings with corrections.CBC Sections A106.1 and A106.3.4.1, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer. E occupancy to be signed by licensed architect on all architectural sheets.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 issuance 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. Please check with Fire Department for sprinkler requirement for new patio cover when applicable for compliance with Chapter 9 of CBC.Provide on the drawings a complete door schedule, showing: - Hardware complying with exiting and disabled accessibility requirements (CBC Sections 1008.1.8 and 1133B.2.5) Provide pedestrian protection in accordance with CBC Section 3306. Show location and type of protection on plan view. Provide typical construction details, sections, and elevations of pedestrian protection required. Pedestrian protection constructed within a public right of way shall require a building permit issued by the Building Safety Division and a separate approval from the City’s Public Works Agency (714) 647-5039.Show floor area justification based on Table 503 and Section (503) of CBC. The area of proposed patio to be added to floor area of existing E occupancy for floor area justification.Identify location of recorded property lines on the drawings and show exterior wall, columns and opening protection based on Table 601, 602 of CBC. Submit a signed copy of the contract showing labor and materials including architectural and engineering fees for all work to be done under the subject building permit application. Panic hardware shall comply with CBC Section 1008.1.9. Panic hardware shall be provided as required by CBC Section(s): Existing stairway doors are required to be upgrade with panic hardware to comply with E occupancy. - An E Occupancy - By the Fire Department.Reference sheet A-2.0-1, corridor area 105, 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. CBC Section 1126A.3.2. Please note the active side of doors 110 and 111 for accessibility.If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Emergency warning systems, as part of the fire-protective signaling system, shall be designed and installed in accordance with NFPA 72 as amended in CBC Chapter 35. CBC Section 1007.9, check with the Fire Department when, how, and where applicable.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.Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Section 1134B/Chapter 11B: - An accessible entrance - An accessible route to the altered area - Accessible restrooms - Accessible telephone (if any) - Accessible drinking fountains, and - Parking, signage and alarmsIf 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. CBC Section 1503.4.Submit roof drainage calculations based on a 4” per hour rainfall in accordance with CBC Section 1611 and the 2010 California Plumbing Code (CPC) Chapter 11. CPC Section 1101.11.2.2. Secondary roof drains having the same size as the roof drains shall be installed with the inlet flow line located 2 inches above the low point of the roof. Manufactured devices must be appropriately listed. CPC Section 1101.11.2.2. Secondary roof drains shall be connected to drain lines independent from the roof drain lines. CPC Section 1101.11.2.1. Roof drain overflow scuppers shall have at least three times the size of the roof drain it serves and may be installed in adjacent parapet walls with the inlet flow line located 2 inches above the low point of the adjacent roof (small localized sump is not considered to be the low point of the roof for this requirement unless it is a recognized listed device.) CPC Section 1101.11.2.1. The roof drain overflow scupper shall have a minimum opening height of 4 inches. STRUCTURAL In lieu of soils investigation report per Sections 1803.6 of the 2010 California Building Code and City of Santa Ana policy, 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.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.Revise structural calculations to show IP Factor to 1.25 per Tables 1-1 and 11.5-1of ASCE 7-05 for E occupancy.