HomeMy WebLinkAbout341339_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:
101127380
PROJECT ADDRESS:
615 S Euclid St Unit# N-3
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-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
5/1/2026
INITIAL REVIEW
5/27/2026
EXPIRATION
10/28/2026
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Mustafa Bdaiwi
3.
TEL:
(949)300-7355
FAX:
VALUATION: $4,000.00
EMAIL:
mb@mbarchaa.com
FLOOD ZONE: A-06059C0256J
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 applicant shall obtain clearances/approvals for the following after obtaining approval from Building and Safety Division, 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. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DrawingsSheet A.00
Provide on the plans, structural material notes (ex. Lumber species & grade, glu-lam beams, concrete (fc’ = ___ psi (min)), steel reinforcement, special inspection requirements, etc.))
Provide the following design data on the first sheet
☐Sheet Index
☐Occupancy groups
☐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 2025 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.
Provide a complete plot plan showing
☒Location and size of all structures on the lot.
☒Identify all property lines and easements, streets, etc.
☒Show north arrow.
☒Distances between buildings (main house, detached garage, accessory dwelling unit, etc.).
☒Distances (setbacks) between buildings and property lines.Provide full section showing the resulting dimension of non-code compliant headroom clearance if stairs were to be 7.75”/10” rise/run.Provide details for handrails and guardrail post extension beyond handrail. It is unclear. Plan 4 – Provide stair width dimension on plans. Detail 8 – Specify size and embedment for new post-installed anchors.CalculationsIdentify 6” minimum moment arm used in calculation on drawing set to ensure bolt design adequate.AWC images in calculation are illegible. Fix to be legible.Any dimension or item obtained and designed from AWC figures or examples shall be shown on drawings for constructability. Clarify where second Guardrail Design is utilized. Verify where HHT4 is identified on drawings. Provide full details for handrail connection on drawings to match design.Specify where 2x8 occurs on plan.(End of Comment)