HomeMy WebLinkAbout320954_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:
102120979
PROJECT ADDRESS:
311 S Main St
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812
EMAIL:
Kahangian@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
U, R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
9/30/2024
INITIAL REVIEW
11/1/2024
EXPIRATION
3/29/2025
RECHECKS:
1.1/10/25
PROJECT APPLICANT CONTACT PERSON:
2.
Patrick Najarro
3.
TEL:
(714)501-8309
FAX:
VALUATION: $50,000.00
EMAIL:
311platinium@gmail.com
FLOOD ZONE: X-06059C0276J
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) 647-5812 for an appointment.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2022California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review.
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.
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.
- 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 Compliance Certificate; and a copy of the building permit application, signed 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).
Provide building information on plans:Ok 1/10/25
- Occupancy type: R3 / U
Indicate and dimension all "assumed" property lines between new carport and the apartment building.Pending 1/10/25 , Not Found
Table 705.5.Provide minimum 5’ separation from carport to the assumed property line.Pending 1/10/25 , Not Found
Table 705.5. Provide minimum 10 ‘ fire separation distance from the apartment building to the assumed property line.Pending 1/10/25 , Not Found
CBC 1027.5, exterior exit stairways and ramp shall have a minimum fire separation distance of 10 feet.Pending 1/10/25 , Not Found
Plans are incomplete, unable to review structural drawings without engineering calculation. Additional plancheck comments might be given at the time of resubmittal.
Submit engineering calculations for vertical and lateral loads prepared by a registered Civil, Structural Engineer or Architect. Additional Structural Corrections may apply.
1/10/25
Please check detail B/S2, on sheet S-1, and apply to applicable to location.
Please calculate and design for hardy frame’s footing.
Correlated grid system from framing plans shall match calculations, please revise calculations accordingly.
Sheet 11 of calculation North-south forces does not match line 1 of the foundation plan.
Beam #1, provide calculation for combined bending and axial loading per NDS 2018 section 3.9.2.
Provide detail for pony walls. 2x4 full height stud , doesn’t span 15 feet.
Provide tie for rafters to the walls.
Detail 11/S-2, provide detail for pony wall over beam.