HomeMy WebLinkAbout342276_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:
101127664
PROJECT ADDRESS:
1135 W Myrtle St
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/2/2026
INITIAL REVIEW
6/23/2026
EXPIRATION
11/29/2026
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Efrain Castellanos
3.
TEL:
(424)236-8452
FAX:
VALUATION: $30,375.00
EMAIL:
effeblueprints@gmail.com
FLOOD ZONE: X-06059C0257J
Important Announcement! City of Santa Ana is launching a new permit system, Accela, effective July 1st, 2026. All plan submittals, including resubmittal, will transition to electronic submission through the online portal.
For more information about the upcoming launch, please refer to the link: https://www.santa-ana.org/accela-launch-going-paperless/
GUIDELINES:
Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies
This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2025 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES)
The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws
All listed plan review comments must be adequately addressed before a building permit can be issued
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.
Applicant shall obtain clearance/approvals from following departments after obtaining approval from Building and Safety Division, 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.
☐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).
☒Public Works Agency approval (647-5039).
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐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.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).
Applicant must pick up red marked sheet from the City prior to resubmittal and return the marked up set with resubmittal
PLAN REVIEW COMMENTS:
Sheet A1:
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.
Sheet A2:
Carbon Monoxide Alarms – Provide carbon monoxide alarms at outside of each sleeping area, in the immediate vicinity of the bedroom(s); on every level of a dwelling unit including basements. (R315)
Plumbing fixtures flow rate limitation (Section 4.303)
Water closet – 1.28 gallon per flush
Shower head – 1.8 gallons per minute at 80 psi.
Lavatory faucets – 1.2 gallon per minute at 60 psi.
Kitchen faucet – 1.8 gallon per minute at 60 psi.
Sheet A3
For roof slope from 2:12 to 4:12 required 2 layers of underlayment (R905.2)
Sheet S1
Foundation Plan
Identify post size for the (N) porch
Provide construction details for (N) porch to (E) footing
Framing Plan
Master bedroom
Revise roof framing to 2x2 to match requirement per energy Title 24
Provide/identify on plan required plywood thickness and diaphragm nailing per calculation
Identify the required shear wall locations on plan for the east and the south wall of the (N) master bedroom due to the increase wall height/change the roof slope
Provide construction detail for non-bearing wall connection to roof framing
Porch
Identify on plan ridge beam size for the porch
Girder beam required to be 4x8 per calculation
Identify porch roof plywood thickness and nailing pattern on plan
Sheet SD-1
Detail D
Provide construction detail for post-installed holdown to (E)footing, including method of attachment, manufacture product, and embedment depth
Identify on plan where (N) footing is required
Detail 7
Identify plywood nailing pattern. Coordinate with structural calculation
Identify boundary nailing for plywood to blocking connection (End of Comment)