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Home My WebLink About219135_2_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: 10189579 PROJECT ADDRESS: 4922 W Crystal Ln PLAN CHECK ENGINEER: Chehade, NabilTEL:714 647-5848FAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 6/20/2016 INITIAL REVIEW 7/11/2016 EXPIRATION 12/17/2016 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Al Maciel 3. TEL: (714)835-1428 FAX: VALUATION: $130,000.00 EMAIL: aadrafting@msn.com FLOOD ZONE: X-0602320256J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 California Residential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code; CPC = 2010 California Plumbing Code; CEC = 2010 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. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used.Resubmit corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5848 for an appointment. 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. -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; and 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 the work.Basements, habitable attics, and every sleeping room in dwelling units must have a window or exterior door for an emergency exit, sill height not more than 44 inches above the floor, 5.7 square feet of openable area, 24 inches clear opening height, 20 inches clear opening width and shall open directly into a public street, alley, yard, or exit court. Identify emergency escape windows and specify sill height and minimum clear opening dimensions. CAUTION: Using minimum clear openable height with the clear openable width will yield only 3.3 square feet and not the minimum 5.7 square feet required. Be especially careful with double-hung windows. Also, when the emergency escape window is below ground level refer to CRC Section R310.2 for additional requirements. For an FAU located in the attic provide a minimum access of 22 x 30 inches, a 24-inch wide walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace and switched by the opening. (CMC 904.11 & 305)Bathrooms, laundry rooms, water closet compartments and similar rooms shall be mechanically ventilated in accordance with the CMC.For an FAU located in the attic provide a minimum access of 24-inch wide walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace and switched by the opening. (CMC 904.11 & 305)Show location of heating equipment on the plans.Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than a 5/8-in type X gypsum board. (CRC R302.6) Structure(s) supporting floor/ceiling assemblies used for separation required by CRC Section R302.6 shall be protected by a minimum ½ -in gypsum board applied to the garage side. Add details and notation to show that the beam supporting the floor above is protected by a rated assembly.Handrails shall not project more than 4.5” on either side of the stairway and the minimum clear width of the stairway at and below the handrail height shall be 31.5” and 27” when installed on one side and both sides, respectively. (CRC R311.7.1) Provide a section of stairway showing a maximum rise of 7.75 inches and a minimum run width of 10 inches for straight stairways. The maximum difference between the stair risers and treads shall not be greater than 3/8”. (CRC R311.7.4) Provide dimensioned details of handrail grips showing a minimum edges radius of 0.01 inch and shall have a one of the following: - Circular cross sectional diameter shall be between 1 ¼” and 2”. Non-circular handrails shall have a perimeter dimension between 4 and 6 ¼ inches with a maximum cross section of dimension of 2 ¼ inches. (CRC R311.7.7.3 (1)) - Handrails with a perimeter dimension > 6 ¼ inches shall have a graspable finger on both sides of the profile between 1 1/4” to 2 ¾” beginning within ¾” from the top of the profile and achieve a minimum 5/16” depth within 7/8” below the widest profile point and shall continue a minimum 3/8” to a level not less than 1¾” below the tallest portion of the profile. (CRC R311.7.7.3 (2)) On sheet S2, label the location of grid 2 on floor plan to match that on the roof plan.Provide construction details for the installation of the hardy frame including any special detailing for the anchor bolts such as the rebar and the plate as per ESR 2089.