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Home My WebLink About295644_4_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: 101112935 PROJECT ADDRESS: 906 E Grovemont St 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 12/13/2022 INITIAL REVIEW 1/3/2023 EXPIRATION 6/11/2023 RECHECKS: 1.01/23/2023 PROJECT APPLICANT CONTACT PERSON: 2. Don Han 3. TEL: (714)349-0208 FAX: VALUATION: $50,000.00 EMAIL: don_han@sbcglobal.net 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.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 2010California 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.DrawingsSheet A-1Provide a project description with a complete and detailed scope of work on the cover sheet of the plans.PC #2: Comment not addressed. 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) and additions. ☒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.Provide Designer and Engineer information and contact information on drawings. There is no provided information on designer or engineer for project.Sheets shall be signed by person responsible for design, structural sheets shall be stamped and signed by licensed architect/engineer.Clearly indicate on floor plan the location of existing walls, new walls, and walls to be removed. Please provide Wall Legend.Address in title block shall reference Unit #2 on all sheets. Provide drainage and flow direction around new ADU on site plan.New roof shown on site plan is not clear. Please revise to make more clear. Verify if new roof extends to 12” from property line or else verify 12” dimension shown on site plan from west property line. If new roof extends to 12” from property line, roof projection is not allowed. Roof projection within 3’-0” to 5’-0” from property line requires 1-hour fire rated system. Specify on plan where required and provide detail for proposed system.PC #2: Response not clear. 5’-0” dimension from property line looks to be to wall on site plan. Projection is shown to be 2’-0” on building section. Project within 3’-0” to 5’-0” from property line must be 1-hour fire rated. It must be specified on plans and a detail provided to show how 1-hour rated system is to be achieved.Provide legend for symbols shown in floor plan or reference where symbol legend occurs on different sheet.Provide 100 CFM min hood/exhaust at kitchen.Provide smoke detector and carbon monoxide where required on plans.Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1) Attic access and Ventilations – ☒Show location(s) of 22" x 30" attic access with 30" minimum clear headroom. Provide separate attic access for both ADU and Storage room as needed per code requirements. (R807.1). ☒Show 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)Provide door and window scheduleWindow next to door shall be tempered.Provide landing dimensions at ADU opening.Sheet A-2Provide new roofing ICC #.Sheet SD1Provide diaphragm nailing.Provide Hip Beam details at high end and low end. Verify support of hip beam at top.PC #2: Justify hip beam to ridge beam support and load path. Ridge beam supporting hip beam does not currently have any support at ends. Provide R.R. design at east and west sides.Verify new porch slab and post locations with architectural. Post location do not match.Provide interior shearwall top connection detail, ensure adequate shear transfer. Provide interior non-bearing wall details at top and bottom. Top connection shall ensure no load bearing occurs. Dwelling/storage separation – ☒Wall between garage/carport/storage and dwelling – Provide minimum 1/2-inch gypsum board on the storage side; extended from foundation to the roof sheathing. (R302.6) Provide proposed actual shearwall lengths, not specifying minimum. Shearwall locations shall be dimensioned on plans from ends.4” minimum slab on grade with #4 bars @ 18”oc shall be used for new slab minimum without soils report.New slab on grade shall be doweled into existing.Detail 1 & 3 – New foundation shall be 18” embed from lowest adjacent grade minimum.PC #2: Comment not addressed, foundation in Detail 1 still shows 12” embed and plans still specify 12” x 12” foundation. Revise depth or provide calculations for proposed sizes.Detail 5 – Verify detail scale and enlarge. Detail is not clearly legible. PC #2: Comment not addressed, detail still shows ¾” = 1’-0” scale.Sheet SD2Verify ridge board and sheathing with plans. Ensure all items shown on section match framing plans. Sheet T24 2 of 3Responsible designer shall fill out and sign the completed declaration statement on page 8 of 8Additional CommentsVerify if large opening at storage is a new door or existing garage door. It is shown on plans that the wall next to property line is being demo’ed and new wall is shifting in to 5’-0” from property line. If new wall is shifting in, verify how existing garage door is to remain.Provide detail for new slab to existing slab dowel with dowel information including epoxy, ICC #, special inspection requirement.New and existing foundation details shall provide new stemwall. Unless verification is provided that existing garage slab on grade is above exterior grade level. It is common for detached garages to be at grade level with slab on grade, not incorporated 8” depth to finished grade.(End of Comment)