HomeMy WebLinkAbout285320_2_Corrections.docxPLAN 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:
101109746, 101109747, 101109748
PROJECT ADDRESS:
2820 N Main St
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830
EMAIL:
aso@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
N/A
OCCUPANCY CLASSIFICATION(S):
N/A
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
5/3/2022
INITIAL REVIEW
5/21/2022
EXPIRATION
10/30/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Judy Yam
3.
TEL:
(626)675-9882
FAX:
VALUATION: $115,000.00
EMAIL:
meiyeeyam@sbcglobal.net
FLOOD ZONE: X-0602320163J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
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 2corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment.Please obtain clearances from the following agencies prior to the demolition permits issuance:
Planning Division
Police Department
Orange County Fire Authority
Public Works Agency
South Coast Air Quality Management DistrictThis review comments cover the review of the parking structure demolition, the Nordstrom anchor building demolition, and the temporary-stairs installations. The plan check numbers are as follow:PC# 101109746 – Demolition of existing parking structure and 5 adjacent pedestrian bridges.PC# 101109747 – Install temporary barricades at pedestrian bridges and install two temporary stairways.PC#101109748 – Demolition of the existing 3-level Nordstrom anchor building.Please note: PC# 101109747 must be issued concurrently with PC# 101109746.The grading plan check is reviewed by the public works agency. The grading plan check number is 50101340. The grading plan check must be approved prior to the issuance of all demolition permits in item #6.PC# 101109746 – Demolition of existing parking structure and the 5adjacent pedestrian bridges.Parking Demolition - Sheet G1.120: The passageway doorways that is between the Nordstrom building and the California Pizza Kitchen are proposed to swing into the building. Exit-10 passageway has the occupant load capacity of 110, which is greater than 50. A space where the occupant load of 50 or more requires the doors to swing in the direction of egress travel. The doors need to swing out of the building unless it can swings in either directions. We understand the change of direction in door swings and the stairways are temporary conditions. In order to not affect the existing egress system, demolition phase 2 shall include the passageway doors to swing back out of the building. Parking Demolition – Sheet G0.001 – In city of Santa Ana, the Mechanical, Electrical, and Plumbing (MEP) plans are separated from the architectural and structural (A&S) plans. However, for demolition-only project, MEP demolition plans are typically combined with the A&S demolition plans. The MEP demolition plans are not included in this set of drawings. City record does not shows the MEP demolition plans are submitted. Please provide the MEP demolition plans on the next submittal.
PC# 101109747 – Install temporary barricades at pedestrian bridges and install two temporary stairways.Parking Demolition - Sheet G1.120 - Demolition Phase 3 note – Per Demolition Phase 3 note, provide and cross-reference the guardrail detail at the bridges.Parking Demolition – Sheet A8.100: Are the temporary stairways submitted by the contractor as a deferred submittal? If that is the case, please list the temporary stairways as a deferred submittal on the title sheet.PC#101109748 – Demolition of the existing 3-level Nordstrom anchor building.First Plan Review Comments:Nordstrom Anchor Building Demolition – Sheet D1.110: Per Sheet Note 5 & 7, the mall tenants are remain opened, and the protected egress paths are to be provided. The general contractor shall provide the logistic drawings as the space within the passageway is limited. During construction of the 2-hour- temporary-weather wall, maintaining an unobstructed egress path appears to be a challenge.Second Plan Review Comments: VCC contractor provided theMainPlace Mall logistic plan for review. The plan shows the means and method of the unobstructed egress paths within the existing exit-passageways during constructions. The operations and procedures appear to be reasonable. However, due to the size of this project and the high-level importance of maintaining egress integrity, the Building Division requests that the Fire Protection Engineer to review and approve thelogistics plans and the Life Safety Plans. The Fire Protection Engineer shall stamp and sign the logistic plans, sheet G1.110 and G1.120 on the Parking Demolition drawings and the Nordstrom Demolition drawings. Nordstrom Anchor Building Demolition – Sheet D1.110: Per Sheet Note 2, provide the site demolition drawings for reference.Nordstrom Anchor Building Demolition – Sheet D1.110: Per Sheet Note 1, the MEP demolition sheets are missing.[END]