HomeMy WebLinkAbout334440_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:
101125287
PROJECT ADDRESS:
2801 S Yale St
PLAN CHECK ENGINEER:
Meshkat, SeyedyahyaTEL:714
647-5831
EMAIL:
smeshkat@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III B
OCCUPANCY CLASSIFICATION(S):
B, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/16/2025
INITIAL REVIEW
11/2/2025
EXPIRATION
4/14/2026
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Julie Darr
3.
TEL:
(626)812-9722407
FAX:
VALUATION: $97,460.00
EMAIL:
jdarr@qmhinc.com
FLOOD ZONE: X-06059C0258J
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 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.
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.
On the site plan show:
Distances between buildings (main house, detached garage, accessory dwelling unit, etc.).
Distances (setbacks) between buildings and property lines.
Scale of drawings.
Provide all the structural criteria such as dead/live loads, seismic criteria including R value, overstrength factor and redundancy factor, lateral force resisting system in each direction.
Columns that form part of two intersecting lateral force resisting system in seismic design categories D to F shall comply with requirements ASCE7-16, 12.5.4. Justify with calculations.
Provide calculations for uplift capacity of HILTI anchors for 6” assumed thickness of existing concrete.
Red marked comment set is available to pick-up at the City Hall.