HomeMy WebLinkAbout289643_3_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:
101111074
PROJECT ADDRESS:
526 S Daisy Ave 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
7/5/2022
INITIAL REVIEW
7/20/2022
EXPIRATION
1/1/2023
RECHECKS:
1.2/10/2023
PROJECT APPLICANT CONTACT PERSON:
2.
CatieVuong
3.
TEL:
(714)260-4994
FAX:
VALUATION: $120,000.00
EMAIL:
catievuong@gmail.com
FLOOD ZONE: X-0602320257J
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 CV1.0Provide all Title 24 sheets in set noted on sheet index or revise sheet index. Sheet A0.1Verify drainage and flow between structures.Sheet A1.0Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet SN.1Seismic Design Criteria does not match calculations, revise to match. Sheet S.1Provide north arrow for plans.Provide or verify location of where holdown type may be found.Provide eccentricity dimensions for posts atop pad footings along Grid D. Provide calculations for eccentric foundation.Verify drag along interior shear walls in both direction. Drag along Grid 2 between shear walls shall be provided. Drag between shear wall and non-shear wall along Grid B.PC #2: Clarify drag path at Grid 2 between Grid C and D, at Grid C between Grid 2 and 3, and Grid 1 between Grid C and D. Verify KP HIP Beam HDR-2 or full height post.Update all code references to current code (e.g. Shear wall schedule notes).Sheet SD.1Detail 05 – Provide minimum concrete edge distance required for Simpson base.Additional CommentsSlab on grade reinforcing shall be #4 @ 18”oc minimum, please revise.(End of Comment)