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Home My WebLink About285150_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: 101109689 PROJECT ADDRESS: 1926 S Hickory St 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 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 3/8/2022 INITIAL REVIEW 3/25/2022 EXPIRATION 9/4/2022 RECHECKS: 1.05/02/2022 PROJECT APPLICANT CONTACT PERSON: 2. Mustafa Bdaiwi 3. TEL: (949)300-7355 FAX: VALUATION: $35,000.00 EMAIL: mb@mbarchaa.com FLOOD ZONE: X-0602320276J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 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. 5. 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). ☐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. These may be picked up at Building and Planning department at applicants’ discretion.DrawingsSheet T-1 Provide the following design data on the first sheet (R106.1.1) ☐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 ☐Floor area per occupancy group, including the existing structure(s) ☒Construction shall comply with the 2019 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.Provide drainage and flow direction on site plan.Sheet A-2Walls separating dwelling units (main house and new ADU) shall be minimum 1-hour fire partition. Fire rated floor-ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. Provide details on the plans. (R302.3 CRC)Penetrations in wall or floor/ceiling assemblies in two-family dwellings shall comply with Section R302.4. Provide complete details on the plans. Walls separating dwelling units shall provide airborne sound insulation for walls with an STC rating of at least 50 per. Provide details on plans and provide verification of a tested assembly to achieve the required STC rating of 50. Floor/ceiling assemblies separating dwelling units shall have both an STC and an IIC rating of at least 50. Provide details on plans and provide verification of tested assemblies to achieve the required STC and IIC ratings of 50. Under-floor access and ventilation ☒Provide accesses to all under-floor spaces. On the plan, show locations of under-floor accesses – Access opening through the floor shall be 18”x24” minimum; openings through a perimeter wall shall be not less than 16”x24”. (R408.4) ☒Show on the plans – under-floor vent locations, type and size (area = 1/150 of the under-floor space). Locate openings at corners and provide cross ventilation. Provide a cross ventilation summary; on the plans indicate the total area required versus provided. (R408.1) Verify where casework occurs for Casework Schedule.Recheck #1: Comment not addressed, verify casework schedule is to be used.Provide and verify exterior landing at entrance of detached ADU.Provide exterior landing/stair length at JADU.Provide landing step details.Provide handrail design and information shown on plan.Provide window type at new JADU Bedroom.Recheck #1: Window mark/type cannot be found at JADU Bedroom on plan. Please identify what window is to be used.Sheet A-4Provide ceiling height for new JADU Bathroom.Sheet A-5It is recommended that all detail sheets provide details in a set, consistent numerical order for ease of inspection. Remove any repeated detail in set (e.g. Detail 1)Detail 11 – Verify location on plan. Notes reference structural, ensure provided on structural set.Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1)Sheet A-6Detail 1 & 2 – Reference on plans where details occur. Sheet A-7All code references shall refer to latest code years (e.g. Note 13 of Structural Wood)Recheck #1: Comment not addressed, notes on S1 still references old codes.Sheet A-8Detail 2 – Verify where detail applies, there is another similar detail on STD-2Detail 9 – Verify where prescriptive detail is to be used.Sheet D-1Detail 6 & 7 – Verify location of stairs detail on plan.Detail 12 – Show 7-3/4” max elevation change from top of threshold. Sheet E-1Show range hood/exhaust on plan (100 CFM min) Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet S1Design Criteria Seismic Sds does not match calculations, revise to match.Fa = 1.2 min unless soils report provided. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet S2Provide detail references on all plans to non-typical details. Including pad footing, floor framing for intermediate & end framing, exterior landing, roof framing ridge, eaves, gables, California framing, etc. Provide new post/foundation location dimensions on plan.Provide calculation for 8’-6” shear wall and specify it supporting existing load. Specify existing slab on grade in detached ADU and provide waterproofing. Recheck #1: Slab on grade information cannot be found, please provide detached ADU slab with waterproofing (ICC) as well as new slab on grade for JADU on plans.Provide new CJ in JADU Bathroom as shown in architectural elevation.Provide strap between new and existing structure as shown in Detail 3/STD-3. Detail references strap per plan but no strap is provided on plan.Sheet STD-3Detail 4 - Verify where prescriptive detail is to be used.CalculationsFa = 1.2 in Seismic Design Criteria.Verify SWL used in N-S direction shear wall check.Provide check for shear wall in E-W direction between existing and new structure. (End of Comment)