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Home My WebLink About203942_1_Corrections.docxRESIDENTIAL PLAN CHECK 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: 10184445 PROJECT ADDRESS: 2214 N Rosewood Ave PLAN CHECK ENGINEER: Mazarji, ZacTEL:714 647-5831FAX:714 647-5897 TYPE OF CONSTRUCTION: V B, SPK OCCUPANCY CLASSIFICATION(S): R-3 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 3/12/2015 New 300sf stand alone Sunroom. INITIAL REVIEW 6/9/2015 EXPIRATION 9/8/2015 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Lorena Chaparro 3. TEL: (714)658-7787 FAX: VALUATION: $32,700.00 EMAIL: chaparrolorena@yahoo.com FLOOD ZONE: X-0602320144J Residential Code (CRC); 2013 California Building Code (CBC); CMC = 2013 California Mechanical Code; CPC = 2013 California Plumbing Code; CEC = 2013 California Electrical Code; T = Table; ICC = International Code Council.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 3corrected sets of plans.(When meeting is needed) Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5831 for an appointment. Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees. This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, 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 set of drawings (714-573-6108). - Public Works Agency approval (647-5039). - Proof of Worker's Compensation Insurance shall be required at the time of permit issuance. New one- and two-family dwellings and townhouses shall have an automatic fire sprinkler system installed in accordance with CRC Section R313.3 or NFPA 13D. Contact Orange County Fire Authority for fire sprinkler permit requirements 714-573-6108.(CRC R313) Provide building information on plans: -Occupancy type: R3 - Construction type: Type V – B - Fire sprinklered: Yes / No - Fire sprinkler type: Provide a statement on the title sheet of the plans that this project shall comply with following codes: - 2013 California Residential Code (CRC) - 2013 California Building Code (CBC) - 2013California Electrical Code (CEC) - 2013 California Mechanical Code (CMC) - 2013California Plumbing Code (CPC) - 2013 California Green Building Standards Code (CGBS) or CALGreen - 2013 California Energy Code (CEnC) - City of Santa Ana Municipal CodePlease note that proposed standalone Sunroom is required to be equipped with Sprinkered system,add a note on the drawings. Sprinklered system is deferred submittal and approval of OCFA is required.All new construction, interior or exterior alterations, repairs, or additions requiring a permit and having a valuation in excess of $1,000, or when one or more sleeping rooms are added or created, the entire dwelling shall be provided with smoke detectors located as required for a new dwelling. (CRC R314.3) locations:All new construction, Interior or exterior alterations, repairs, or additions requiring a permit and having a valuation in excess of $1,000,, an approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel-burning appliances are installed and in dwelling units that have attached garages shall be provided with carbon monoxide alarms (CRCR315) Submit T-24 energy calculation based on 2013 Energy Standards and provide State approval on the drawings. Provide T-24 sheets on the drawings. - Signed Energy Efficiency Documents must be printed on the plans. - Also, submit 2 copies of signed Energy Efficiency calculations. - The corrected/final drawings shall have the required energy efficiency compliance documentation with completed signature blocks filed on the plans. - Show compliance with Residential Lighting Design on the drawings. Please refer to attached California Green Building Standards Code (CGBS)/CALGreen forms and SB 719. Provide complete forms on the drawingsFireblocking is required in concealed spaces 10’ o.c. horizontal, vertically at the ceiling and floor levels, connections between horizontal and vertical spaces, concealed spaces between stair and landing, openings around vents, pipes, ducts, cables, wires, chimneys and fireplaces. (CRC R302.11) Provide a weep screed for stucco at the foundation plate line a minimum of 4 inches above the earth or 2 inches above paved areas. (2512.1.2) 3”x3”x.229” steel plate washers are required on all anchor bolts in a braced wall line. (CRC R403.1.6.1) Submit foundation analysis. In lieu of soils investigation report per Sections 1803.6 of the 2013 California Building Code, revise structural calculations for minimum foundation/footing design requirements for small projects per City of Santa Ana internal policy 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. Please revise sheet S-1 foundation pat schedule for correct rebar location. Revise Sheet SD-2, detail # 6 to indicate 3 x members for shear wall #13. Reference shear wall #13, Walls braced to resist wind and seismic forces shall not exceed the following height to width ratios: 2 for 1 for plywood. Framing members or blocking shall be provided at the edges of all sheets in shear walls; 2 to 1 for gypsum wallboard and Portland cement plaster (stucco). Wall sections having height-to-length ratios in excess of 1 ½ to 1 shall be blocked. (2305, T2306.3, AF&PA SDPWS T4.3.4) Revise structural calculations to show compliance with AF&PA SDPWS T4.3.4 for shear wall ratio of 2:1. For design to resist seismic forces, shear wall height-width ratios greater than 2:1, but not exceeding 3½:1, are permitted provided the allowable shear values in T4.3.4 are multiplied by 2bs/h. Sill plates supporting shear walls with lateral loads greater than 350 pounds/foot require a 3-inch nominal or greater member. (T2306.3, Footnote i)