HomeMy WebLinkAbout329808_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:
101123866
PROJECT ADDRESS:
2114 N Eastwood Ave
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
6/3/2025
INITIAL REVIEW
7/3/2025
EXPIRATION
11/30/2025
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Yolanda Hernandez
3.
TEL:
(323)240-9210
FAX:
VALUATION: $20,000.00
EMAIL:
yoyo0561@yahoo.com
FLOOD ZONE: X-06059C0163J
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 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.
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.DrawingsSheet A-1Roof projection spanning between 2’-0” to 5’-0” shall be 1-hour fire rated underside or code approved alternative.Verify 5’-4” setback shown at side of patio cover. House setback is further away and shows 4’-10” setback. Sheet A-2Provide slope of patio cover.Revise 4x9 beam specified at West Elevation, does not match structural. Provide detail and information for metal arch and attachment to patio cover.Sheet GNVerify structural joist Grade, calculations design 4x DF #1 rafters.Sheet S1Provide full calculations for lateral design and lateral force resisting system.Provide dimensions from posts to edge of slab.Verify detail reference 17/SD1 referenced at CMU BLOCKSheet SD1Detail 2 – Specify beam cap to pilaster. Ensure adequate lateral transfer.Detail 18 – Provide section cut for CMU PilasterDetail 18 – Provide top reinforcing for foundation, else justify bottom layer only.Detail 18 – Specify rebar in new foundation.Detail 18 – Verify pilaster is existing 24” wide.Detail 18 – Verify foundation depth with calculations, calculations do not match.Detail 18 – Verify 3-#4 specified, this is unclear, rebar shown to go through pilaster.Detail 18 – Verify footing size, one side shows new 24” with existing 24”, if other side is also 24”, foundation size does not match.Detail 18 – Verify existing pilaster and construction intent. It seems like there is no existing foundation with new foundation to be poured. If no existing foundation occurs, is pilaster embedded into existing soil.(End of Comment)