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HomeMy WebLinkAbout258745_3_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: 101101685 PROJECT ADDRESS: 4018 W Celeste St PLAN CHECK ENGINEER: Heidari, FredTEL:714 647-5862 EMAIL: fHeidari@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 10/1/2019 INITIAL REVIEW 10/8/2019 EXPIRATION 3/29/2020 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Ha Nguyen 3. TEL: (714)326-3124 FAX: VALUATION: $50,000.00 EMAIL: Win.nguyen.ent@gmail.com FLOOD ZONE: A-0602320143JAll 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.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 2016 California Building Standards Code with local. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review.For proposed attic access shown near the garage, please call out the headroom clearance.As shown on sheet “S-3” since there is no ceiling joist to tie the roof rafters and form a truss action, provide structural engineering calculation for all ridge beams for this project with their proper support system.See red marks on sheets “S-2” & “S-3” and provide missing construction details for critical conditions.Provide construction details for transferring the lateral loads from the new roof of proposed addition to shear wall #2.The structural part of these drawings shall be updated as marked on sheets: “S-1”, “S-2”, “S-4”, and “D1”of the drawings.See red marks in the calculation. Please return the marked up calculation along with the revised ones for recheck. 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. All drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. All persons preparing plans for others shall sign those plans. Business and Professions Code Chapter 3, Division 3, Section 5536.1 (a). 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. - 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. This project is in a special flood hazard area designated on the flood insurance rate map (FIRM) as zone A. This zone requires that the lowest finish floor elevation (including basement) of the structure shall be at (or above) base flood elevation determined by a hydrology study for the A zone on the flood insurance rate map. All elevations must be referenced to the National Geodetic Vertical Datum. Reference should be made to the Flood Plain Management Ordinance, Santa Ana Municipal Code, Chapter 7, for complete requirements. Drawings shall show compliance with said ordinance including noting flood zone and finish floor elevation." Note on plans: "A Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE shall be completed by a California Licensed Land Surveyor or California Registered Civil Engineer who is authorized to practice land surveying. The completed ELEVATION CERTIFICATE must be submitted to the Building Inspector at the time of foundation inspection, and a final certificate must be submitted at the time of final inspection." Due to proposed 351 SF of additions and reframing entire roof of the existing structure, this project may fall in the category of “SUBSTANTIAL IMPROVEMENT” for FEMA flood zone regulations. For the recheck of this project, please provide appraisal report done by a state licensed appraiser to show the value of improvements for existing house (not including the garage), and then provide a construction cost for proposed work done by a state licensed contractor. If the cost of these proposed improvements is less than 50% of the value of existing house; you don’t need to upgrade the existing house for FEMA flood regulations. Specify finish floor elevation of first floor. Show and call dimensions to all property lines of record on Site Plan. Provide eave / overhang / projection setback to all property lines.Projections of dwelling units and accessory buildings without an automatic residential fire sprinkler protection are not permitted less than 2 feet to the property line and are required to be 1 hour fire rated on the underside with a fire separation distance between 2 feet and 5 feet. (CRC Table R302.1 (1)) Provide existing and proposed contours/spot elevations to indicate general site slope and drainage pattern. (CBC 107) Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet. (CRC R401.3)Bathrooms, water closet compartments and similar rooms shall be mechanically ventilated in accordance with the CMC and CRC Section 303.3.1 for purposes of humidity control.Provide cross ventilation for new attic formed by new roof framing and each enclosed rafter/ ceiling joist space as specified in CRC Section R806. Specify a minimum 0.019” (No. 26 galvanized sheet gage) corrosion-resistant or plastic weep screed located below foundation plate line and 4 inches above grade on all exterior stud walls or 2-inches above paved areas. (CRC R703.6.2.1) The residence shall conform to the State Energy Conservation Standards. Submit forms and calculations for review and blueprint the final forms on the plans. - Signed Energy Efficiency Documents must be printed on the plans. - Also, submit 2 copies of signed Energy Efficiency calculations. - The permit applicant shall be responsible for obtaining an energy plan check from a consultant who is qualified to perform an energy efficiency analysis in accordance with the California Code of Regulations (CCR), Title 24, Part 1 (Administration) and Part 6 (2016 California Energy Code). The plan check consultant must sign documentation certifying that a thorough, competent review has been performed on behalf of the Enforcement Agency. - The corrected/final drawings shall have the required energy efficiency compliance documentation with completed signature blocks filed on the plans. -The energy plan check consultant must sign documentation forms on behalf of the Building Safety Division. - The energy plan check consultant must also complete the attached “Energy Conservation Plan Check Consultant Qualification Statement”. - Refer to the attached public handouts titled “Energy Efficiency Compliance” and “Energy Efficiency Compliance Documentation”.