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Home My WebLink About296820_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: 101113346 PROJECT ADDRESS: 1423 S Poplar 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 12/29/2022 INITIAL REVIEW 1/31/2023 EXPIRATION 6/27/2023 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Victor Rios 3. TEL: (714)788-9836 FAX: VALUATION: $25,000.00 EMAIL: vicrios9620@gmail.com FLOOD ZONE: X-0602320257J 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 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 2022California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review. 6. 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. These may be picked up at Building and Planning department at applicants’ discretion.DocumentationTitle 24 Certificate of Compliance provided does not match application address. Provide accurate compliance forms. Title 24 document shall be provided in drawing set on full size sheets and any new sheet listed in Sheet Index.DrawingsSheet 1 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.Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet SHT S1 and SHT S2 noted in sheet index not provided, please provide or remove from sheet index.Provide site drainage and flow direction around new addition on Site Plan.Projection along North side spans within 5’-0” from property line and shall be 1-hour fire rated on the underside or an approved code alternative. Specify on plans where required and provide detail with proposed system. Note alone is not acceptable. Provide window and door schedule showing sizes and types.Provide electrical symbol legend for symbols found on floor plan.Verify if existing window in existing bath is to remain adjacent to new family room.Provide or specify existing exhaust fan in existing bathroom. Means of egress / Doors – (R311) ☒On the plan, provide a landing or floor on each side of each exterior door. Landing shall have width of not less than the door served and a minimum of 36” measured in the direction of travel. ☒Landing shall not be 1 ½” lower than the top of the threshold when doors swing over the landing or floor; otherwise, landing can be 7 ¾” maximum lower than the top of the threshold. Provide wall hatch in legend for wall between new laundry area and existing house.Verify adequate lighting per 2019 CRC provided in existing kitchen and living room with new addition. Show existing attic access on Floor Plan.Show existing or provide new smoke detectors and carbon monoxide alarms on Floor Plan.Sheet 2Show on the plans - 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)Clarify on elevations where new addition and existing occurs.Sheet 3Prescriptive design criteria not currently met. Provide existing lateral system on plan, if existing lateral system is exterior stucco, justify removal of exterior stucco at new addition. Justification of distance between lateral braced wall shall be provided. Provide stamped and signed calculations for new addition.Clarify if new roof rafter occurs at new ridge beam above existing kitchen or specify existing RR.Show existing ceiling joist spanning to new roof rafter and new bearing wall at existing kitchen.New slab on grade shall be 4” thick w/ #4 at 18”oc minimum unless soils report provided.New slab on grade shall be over 10mil vapor barrier minimum.Verify adequate under-floor access and ventilation provided with potential new addition blockage to east side.New foundation shall be 18” embedded from lowest adjacent grade minimum unless soils report provided.Justify A35 spacing specified on Section A and Detail 4 at shear walls.Verify diaphragm nailing at valleys shown in Detail 7. Clarify how nailing to occur at low point.Provide epoxy ICC # where epoxy noted in drawings (e.g. Detail 3).(End of Comment)