HomeMy WebLinkAbout335316_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:
101125526
PROJECT ADDRESS:
3126 S Rita Way
PLAN CHECK ENGINEER:
Meshkat, SeyedyahyaTEL:714
647-5831
EMAIL:
smeshkat@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/12/2025
INITIAL REVIEW
11/16/2025
EXPIRATION
5/11/2026
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Ibrahim Alsouqi
3.
TEL:
(714)716-7596
FAX:
VALUATION: $50,000.00
EMAIL:
isalsouqi@gmail.com
FLOOD ZONE: X-06059C0259J
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 3corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5831 for an appointment.The drawings/information submitted for Building Safety Division review is incomplete. Provide three sets of plans, only two sets submitted.
Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees.All persons preparing plans for others shall sign those plans. Business and Professions Code Chapter 3, Division 3, Section 5536.1 (a).
This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, and electrical work. Call 647-5800 for information.
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).
ARCHITECTURAL COMMENTS:
Insert the handwritten note in project data and scope of work into the typed note, handwritten notes on plans are not acceptable. Clarify if you are adding drywall to any ceiling or replacing the drywall. If it is replaced, change the scope of work from new drywall to replacement of drywall.
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.
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.
Provide a complete plot plan showing – (R106.2): dentify all property lines and easements, streets, etc. Add note “No easement exists on property” if there is not any easement.
Provide sheet index on cover sheet.
Clearly specify existing and new door and windows and provide schedule or size on plan.
Provide existing and proposed elevation and specify exterior wall finish.
Structural Plan Review Comments:
Provide on the plans, structural material notes (ex. Lumber species & grade, steel reinforcement, special inspection requirements, etc.))
Provide nail schedule for attachment of header to king stud, trimmer to king stud, studs to header, etc. per CRC 2022 nail schedules.
Provide proper connection at bottom of infilled door. Wood sole plates at all exterior walls shall be anchored to the foundation with minimum 1/2-inch-diameter anchor bolts spaced not greater than 6 feet on center or approved anchors or anchor straps spaced as required to provide equivalent anchorage to 1/2-inch-diameter anchor bolts. Bolts shall extend not less than 7 inches into concrete or grouted cells of concrete masonry units. The bolts shall be located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be not fewer than two bolts per plate section with one bolt located not more than 12 inches or less than seven bolt diameters from each end of the plate section. Sill plates and sole plates shall be protected against decay and termites where required by Sections R317 and R318. (R403.1.6)
(End of Comment)