HomeMy WebLinkAbout340023_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:
101126981-83
PROJECT ADDRESS:
1332 S Shelley St Unit# 2 & Unit #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-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/30/2026
INITIAL REVIEW
4/12/2026
EXPIRATION
9/26/2026
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Tien Nguyen
3.
TEL:
(714)988-5890
FAX:
VALUATION: $100,000.00
EMAIL:
deltaconstructionco@gmail.com
FLOOD ZONE: X-06059C0257J
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.Documentation
All persons preparing plans, specifications, and instruments of service for others shall sign those plans, specifications and other instruments of service for others shall sign those plans, specifications and other instruments of service and all contracts therefore.
Ensure all handwritten items on original drawing set are implemented on resubmitted set. (e.g. Unit 3)
Identify any unpermitted work items applied that is to be legalized within permit on plans and scope of work. There is an open Code Violation against this property for unpermitted work, it shall be clear what this is and how this is being taken care of.DrawingsSheet A-1
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. The Building and Safety Division plan review does not include potential electrical, water, or gas revisions required by any non-city utility company. It is solely on the contractor to ensure proposed addition or alteration can and will meet utility company requirements. MEP are subject to building field inspection.
Note on plan: All concealed work installed without permits must be exposed for inspection to the satisfaction of the Building Inspector. This includes methods of attachment and all footings, structural members, mechanical, electrical, plumbing and insulation.Verify details 1/A4 and 2/A4 specified on Site Plan. Details look to be reversed.Sheet SD0 in Sheet Index not found in set, provide or remove.Add all SD sheets to Sheet IndexEnsure all code references are updated to latest codes. There shall be no reference to outdated codes. (e.g. General Notes #4)Sheet A-3Specify exterior door landings on plants. 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. Specify water closet clearances in JADU bath.Make new wall hatch more legible.
Through penetrations of fire-resistance-rated wall or floor assemblies shall comply with Section R302.4.1.1 or R302.4.1.2. (R302.4)
Penetrations in wall or floor/ceiling assemblies in two-family dwellings shall comply with Section R302.4. Provide complete details on the plans. Sheet A-4Cool roof is required. On the plan, specify CRRC #.Eave vents are not permitted along side where roof projection fire rating is required and provided without justification. Revise ventilation calculation as needed.Verify details 1/A4 and 2/A4 specified on Proposed Roof Plan. Details look to be reversed.Details 1 & 2 – Identify stucco thickness to ensure 1-hour fire rating achieved.Coordinate with Structural. Structural detailing shows attic space separation. If fully separate, provide attic ventilation calculation for each individual attic space.Sheet A-5Provide detail showing fire rated gyp at interior walls span to underside of roof sheathing.Sheet G-1Fix sheet, title is cut off.Applicant shall fully complete Green Standard checklist. Sheet S-1New foundation shall be embedded 18” deep below lowest adjacent grade minimum. Else, provide soils report.New interior foundation shall be doweled to existing footing. Specify on plan.Identify weather barrier at existing slab on plan for clarity.Specify EOR approved assumed existing footing size to be verified in field. Many existing garages have been found to not have any foundation. It is recommended to provide detailing for case where assumed existing is not met.Verify existing foundation at existing garage door location, uncommon for foundation to be found at this spot. Provide detailing for new footing and dowel into existing. Sheet S-2Provide detail at existing new roof rafter to existing 2x ridge board at new proposed ADU.Justify existing lateral system along line where new sliding door in main residence is proposed if opening is to be enlarged from original.Sheet SD2Detail 1 – 18” min footing embedment.Detail 4 – Update proposed epoxy product.Detail 6 – Specify dowel information or reference location where information is to be found.Sheet SD3Detail 4, 5, 6 - Coordinate with Arch. If proposed cripple wall is sheathed across entire line, separate attic space will be created. Individual attic ventilation calculations will be required for each individual attic space. CalculationsJustify no holdown required at exterior non-bearing wall sides. It is recommended to add holdowns.(End of Comment)