HomeMy WebLinkAbout283215_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:
101109138
PROJECT ADDRESS:
321 E Berkeley St Unit# 2
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
1/14/2022
INITIAL REVIEW
1/31/2022
EXPIRATION
7/13/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Ervin Meneses
3.
TEL:
(657)358-5002
FAX:
VALUATION: $30,000.00
EMAIL:
emeneses106@gmail.com
FLOOD ZONE: X-0602320276J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 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.Comments have been provided on drawing and calculation hard copies correlating to all comments below. These may be picked up at Building and Planning department at applicants’ discretion.DocumentationPlease provide calculations stamped and signed by licensed engineer for new ADU gravity and lateral systems not in compliance with Section R602.10. Additional comments aside from those provided below may occur with review of calculation package.DrawingsSheet A-1Add demolition work to scope of work as city has received permit application for work to be completed concurrently. Correct sheet index to match submitted set: sheet numbers, sheet names, sheet orderSheet A-2Provide framing details at new roof openings for new roof vents.Provide details for new entrance canopy.Sheet A-3Eaves are not permitted where fire separation between wall and property line is less than 2’-0”. Existing eave will need to be demolished to meet requirement where occurs.Provide details for new entrance canopy. (See Comment #5)Coordinate structural slab work with details on sheet D-2.Sheet A-4Provide calculations for (N) framing and LFRS system. (See Comment #1)Provide details and information for knee brace at entrance canopy.Sheet D-2Detail 4 – Coordinate slab work with sheet A-3.Detail 2 – Dowel at slab shall be epoxied 6” min into existing concrete and extended 24” min into new concrete.Detail 6 – Verify (E) concrete strength to meet holdown requirements, or provide 2500psi minimum allowance product. (End of Comment)