HomeMy WebLinkAbout295908_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:
101113031
PROJECT ADDRESS:
2625 S Lowell 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
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/7/2022
INITIAL REVIEW
12/27/2022
EXPIRATION
6/5/2023
RECHECKS:
1.3/10/2023
PROJECT APPLICANT CONTACT PERSON:
2.
Hung (David) Le
3.
TEL:
(714)868-2499
FAX:
VALUATION: $80,000.00
EMAIL:
brightark@gmail.com
FLOOD ZONE:
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 (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 A0.0Add structural sheets to sheet index.Revise address in title block to specify Unit #2 on all provided sheets including structural.Sheet A1.2Projection on north side of new ADU is within 5’-0” from property line and shall be 1-hour fire rated on the underside or have a code approved alternative. Please specify on plans where required and provide a detail for proposed system.Sheet A2.2Provide ICC # for proposed new roofing system.Sheet A3Verify ceiling insulation specified in both sections with Title 24 provided.Proposed Section 2 – The wall between new ADU and existing main house requires 1-hour fire rated system to extend to roof sheathing. Please revise and ensure adequate rated system is provided.Proposed Section 3 – Verify if attic access above patio cover is entirely inaccessible from ADU attic space. Ensure maximum height and area does not require attic access per 2019 CRC Section 807.1Sheet A4Wall between ADU and existing house requires 1-hour rating and 50 STC rating minimum. Provide detail for proposed system, note alone does not suffice unless specifying exact system.Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet S.1Verify concentric foundation at interior shear wall per details. Revise plan to match.Sheet S.2Provide drag at shearwalls along Grids B and 2. Provide adequate chord/drag transfer between shearwalls offset at Grid 2.Existing stucco shall be noted to remain at existing wall along Grid A on plans/details. Else existing shearwall shall be noted on plans and verified in field or new shearwall shall be designed with existing roof mass.Shearwall along Y-direction offset from Grid 2 at shared wall shall be designed with existing roof mass unless existing shearwall is noted on plan and to be verified in field. Old houses commonly utilized stucco shearwall system.PC #2: Verify new shearwall along line with stucco remaining on exterior of wall. Removal of stucco requires justification of existing lateral system adequacy for existing mass. Else new shearwall shall be designed for existing mass. Sheet SD2Detail 17 – Provide connection for low roof ceiling joist to perpendicular ceiling beam.Detail 17 – Verify double RR specified above cripple wall.CalculationsSee comment #13 above regarding shearwall design.(End of Comment)