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Home My WebLink About308918_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: 101117173 PROJECT ADDRESS: 5310 W MelricDr Unit# 2 PLAN CHECK ENGINEER: Lo, JonathanTEL:714 647-5822 EMAIL: Jlo@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 10/23/2023 INITIAL REVIEW 11/29/2023 EXPIRATION 4/20/2024 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Phuong Thanh Nguyen 3. TEL: (714)642-5493 FAX: VALUATION: $100,000.00 EMAIL: tpnguyenoc@gmail.com FLOOD ZONE: A-0602320252J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2022 California Residential Code (CRC); 2022 California Building Code (CBC); CMC = 2022 California Mechanical Code; CPC = 2022 California Plumbing Code; CEC = 2022 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) 647-5822 for an appointment. The applicant shall obtain clearances/approvals for the following, prior to building permit issuance (CHECKED BOXES REQUIRED ONLY): ☒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). ☐Fire Department approval on the corrected/final set of drawings (647-5839 or 647-5700). ☒Police Department approval on the corrected/final set of drawings (647-5840). ☒School District Approval; and a copy of the school fee worksheet, completed by the plan check engineer, shall be required by the School District to verify the scope of the work. ☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance. ☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DrawingsSheet CS For the purpose of Park & Rec Development fee calculation, please provide new ADU square footage to existing single family residence square footage ratio (ADU sf / SFD sf) on the Cover Sheet. Square footages shall NOT include garage, non-habitable attic space, non-habitable basement space, patio cover, patio enclosure, sunroom and similar uses.Note on plan: The ADU sf / SFD sf ratio is for Park & Rec fee purpose only. The applicant is responsible for the given “SFR sf” of the existing primary residence; Building Safety staff are not responsible for the accuracy of the given “SFR sf”. This project is in a special flood hazard area designated on the flood insurance rate map (FIRM) as zone A or AE. 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, or at (or above) the base flood elevation specified for the AE 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." Provide the following design data on the first sheet (R106.1.1) ☐Sheet Index ☒Occupancy groups (R-3/U) ☒Type of construction (V-B) ☒Automatic Fire Sprinkler (YES or NO) ☒Number of stories. ☐Flood Zone: X ☐Flood Zone: A ☐Flood Zone: AE ☐Floor area per occupancy group, including the existing structure(s) ☐Construction shall comply with the 2022 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet A1Provide Site drainage % and flow direction around new attached structure on Site Plan.Specify location of new condenser for ADU.Specify where existing water heater to be relocated on Site Plan.Sheet A1.1Roof projection spanning within 5’-0” from property line shall be 1-hour fire rated on underside or code approved alternative must be provided. Specify on plans where required and provide detail for proposed system.Provide existing roof vent locations and ensure no ventilation square footage is lost without replacement with new addition and California framing.Sheet A4Specify elevation change at exterior entrances to concrete landings on plans.Specify dryer vent and show path on Floor Plans.Provide detail for fire rated and sound rated wall system. Fire rated system shall be placed on both sides of wall and extend from floor to bottom of roof sheathing or to fire rated ceiling board. Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1)The following “Aging-in-place Requirements” shall be noted on plans (R327): Reinforcement for grab bar installation for bathrooms shall be provided. (R327.1.1) At least one bathroom on the entry level shall be provided with reinforcement installed. If there is no bathroom on the entry level, at least one on the second or third floor of the dwelling shall comply. Reinforcement shall be solid lumber or other construction materials approved by the enforcing agency. Reinforcement shall not be less than 2 by 8 inch nominal lumber or other construction material providing equal height and load capacity. Reinforcement shall be located between 32 inches and 39¼ inches above finished floor flush with the wall framing. Water closet reinforcement shall be installed on both side walls of the fixture, or one side wall and the back wall. Shower reinforcement shall be continuous where wall framing is provided. Bathtub and combination bathtub/shower reinforcement shall be continuous on each end of the bathtub and the back wall. Additionally, back wall reinforcement for a lower grab bar shall be provided with the bottom edge located no more than 6 inches above the bathtub rim. Electrical receptacle outlets, switches and controls intended to be used by occupants shall be located no more than 48 inches measured from the top of the outlet box and not less than 15 inches measured from the bottom of the outlet box above the finish floor unless exception met. (R327.1.2) Interior door width (at least one bedroom door and one bathroom door with 32” clear opening), effective July 1, 2024 (R327.1.3) Doorbell buttons or controls, when installed, shall not exceed 48 inches above exterior floor or landing, measured from the top of the doorbell button assembly. Where doorbell height requirement cannot be met for integrated doorbell features, a standard doorbell button or control shall also be provided at a height not exceeding 48 inches above exte9. The following Electric Ready notes shall be added and constructed for new detached residential structures:Sheet A8Verify if new ceiling joists are to be supported at interior shearwalls. If so, provide detail and positive attachment to walls, else design CJ for full span. Justify proposed shearwalls along party wall. Current layout does not meet code prescriptive requirements and shall be engineered. Shearwalls shall be designed to take existing roof mass else existing shearwalls to be noted on plans.Clear text overlay on Foundation Plan where detail 8/A10.1 referenced. Sheet A9Verify CJ nailing to parallel rafters provided in Nailing Schedule with proposed ceiling joist length.Sheet A10.1Detail 4 – Specify gap dimension for non-bearing wall connections.(End of Comment)