HomeMy WebLinkAbout294528_3_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:
101112570
PROJECT ADDRESS:
2727 N Main Place Dr
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III A, SPK, SPK Story Increase
OCCUPANCY CLASSIFICATION(S):
A-3, B, R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/1/2022
INITIAL REVIEW
11/9/2022
EXPIRATION
4/30/2023
RECHECKS:
1.3/21/2023
PROJECT APPLICANT CONTACT PERSON:
2.8/2/2023
Steven Newton
3.
TEL:
(949)412-0589
FAX:
VALUATION:
EMAIL:
snewton@weoneil.com
FLOOD ZONE: X-0602320163J
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.
GENERAL INFORMAITON: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.
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.
PLAN CHECK COMMENTS:
The stairway configuration does not match the approved architectural plan (refer to sheet A5.15 under permit number 101108412). Please revise architectural plans or this design and submit updated sheet A5.15. Design should be consistent. On sheet A5.15, please provide guard, handrail design and handrail extensions. Handrail extensions must return to a wall, guard or floor. Minimum 42” guard is required where the height of the stairway is more than 30” vertically to the floor surface.
Please provide stairway handrail and guard design and structural attachment to support minimum 50 plf and 200# concentrated live load per CBC 1607.8.
Plan check response by Building Division: The applicant’s response shows:” Stair drawings and calculations are attached”. However, this comment is asking for guardrail and handrail design. Please provide structural calculation and details on plan.
END OF COMMENTS