HomeMy WebLinkAbout309902_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:
101117470
PROJECT ADDRESS:
218 E Occidental St
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, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/17/2023
INITIAL REVIEW
1/23/2024
EXPIRATION
5/15/2024
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Rubens Calderon
3.
TEL:
(714)803-4250
FAX:
VALUATION: $35,000.00
EMAIL:
rubenscalderon@gmail.com
FLOOD ZONE: X-0602320276J
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, 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 SP
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.
Provide the following design data on the first sheet (R106.1.1)
☒Sheet Index
☒Occupancy groups (R-3/U)
☒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 2022 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.Provide drainage slope and direction around new addition. Ensure adequate draining on lot.Sheet A-1Verify if opening at existing dining room is being enlarged. Identify existing wall demo on plan.Provide window type for new window in new bathroom.Sheet A-2Provide new attic ventilation information as well as calculations to verify adequate ventilation with additional square footage. Sheet S-1Foundation rebar dowel shall be placed in ICC approved epoxy only. Provide epoxy product and ICC # on plans or detail. Verify new floor joist WLU Hanger specified on Foundation Plan with detail E/D-1. Detail shows floor joist atop girder.Provide new floor sheathing information on plans or reference where information is located.Verify existing HDR at existing dining room entrance. Architectural sheets look to be enlarging opening size. Ensure header is adequate for larger opening or provide new as needed.Provide lateral resistance along all sides of addition or justify existing meets Prescriptive Braced Wall requirements. All requirements shall be met in addition area alone unless entire dwelling system can be justified. Else provide calculations for new addition for proposed lateral system.Provide shearwall schedule for new shearwall types. Sheet S-2Provide roof sheathing information on plans or reference where information is located.Provide detail at new addition to existing party wall. Sheet D-1Detail E – Verify A35 spacing specified in detail, every FJ shall be connected to girder, not at 48” oc.(End of Comment)