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Home My WebLink About294097_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: 101112434 PROJECT ADDRESS: 2535 N Poinsettia 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, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 11/23/2022 INITIAL REVIEW 12/4/2022 EXPIRATION 5/22/2023 RECHECKS: 1.01/05/2023 PROJECT APPLICANT CONTACT PERSON: 2. Mario Tovar 3. TEL: (714)454-7926 FAX: (714)276-9876 VALUATION: $150,000.00 EMAIL: mario_tovar@marsuno.com FLOOD ZONE: X-0602320163J 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 A1 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 2019 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.Provide nearest setback dimension from rear liveable space back of garage.Note or hatch on site plan that rear patio to be legalized in this permit.Sheet A4Please confirm only interior items (interior wall and misc items) are unpermitted and no unpermitted exterior wall extension was done to the garage that is being legalized.Specify weatherproofing used for existing slab on grade legalizing to liveable area.PC #2: Weatherproofing atop existing slab on grade shall be an ICC approved product, please provide ICC # for proposed product on plan.Sheet A5Items being legalized in permit shall be noted as new and not existing. (e.g. Patio, interior wall at garage, etc..) Dwelling/garage separation – ☒Door between garage and residence shall be solid wood doors not less than 1-3/8 inches in thickness; solid or honeycomb core steel doors not less than 1-3/8 inches thick; or 20-minute fire-rated doors. And doors shall be self-closing and self-latching. (R302.5.1) ☒Wall between garage/carport and dwelling – Provide minimum 1/2-inch gypsum board on the garage side; extended from foundation to the roof sheathing. (R302.6) Attic access and Ventilations – ☒Show location(s) of 22" x 30" attic access with 30" minimum clear headroom. (R807.1) ☒Show on the plans/elevations - attic vent locations, type and size (area = 1/150 of the attic space). Provide an attic cross ventilation summary; on the plans indicate the total area required versus provided. (R806.1) 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) Sheet A6 Roofing requirements – (R902.1) ☒A Class “C” roof is required. On the plan, specify manufacturer’s name, ICC/UL report number and Class for the roofing material. Sheet A7Cross Section A Elevation - Specify Radiant Barrier requirement at new sheathing per T24.Sheet A8 Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Provide exhaust/hood (100 cfm min) at new kitchen range.Sheet S-1Provide engineer for unpermitted patio cover. Any (E) unpermitted not adequate shall be strengthened.Provide patio cover post size on plans.PC #2: Comment not addressed. Patio post size has not been provided on plans.Show and specify existing SOG at patio cover and liveable space being legalized.PC #2: Comment not fully addressed. Existing slab on grade size in garage/new liveable space shall be noted on plan.All unpermitted items to be legalized shall be noted as new and not existing. Any existing items to be assumed shall be noted as such as verified in field. Sheet S-2Verify detail 5/SD2 referenced at SW2 with existing framing direction. Ensure adequate drag provided for load transfer to new shear walls.PC #2: Roof framing is not clear along SW. Detail for strap spans from top of wall to adjacent parallel Roof Joist. If utilizing California framing for drag, it should be noticed to have adequate shear transfer from end house to shearwall including diaphragm nailing. Sheet SD-1Detail 7 – Justify foundation at holdowns with bottom reinforcing only for uplift loads or dowel existing foundation to new.PC #2: Comment not addressed, justify uplift loading on foundation with only bottom reinforcing. This applies to detail 7 and 14.Detail 14 – Verify detail reference DET10/SD-3 at holdown note. Sheet SD-3Detail 16 – Provide detail reference where noted Det…/…. At new blocking.PC #2: Comment not addressed, there is a detail note within Detail 16 that says “see Det …/…”CalculationsBeam BM8 – Add KP reactions from existing hip beams shown on plans atop new KP.(End of Comment)