HomeMy WebLinkAbout284282_2_Corrections.docxSPC
PLAN CHECK COMMENTS
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:
101109455
PROJECT ADDRESS:
2500 N Main St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
I B, SPK
OCCUPANCY CLASSIFICATION(S):
A-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
2/15/2022
INITIAL REVIEW
3/30/2022
EXPIRATION
8/14/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Mike Buongiorno
3.
TEL:
(562)944-1722
FAX:
VALUATION:$300,000.00
EMAIL:
dorothy@barrengineering.com
FLOOD ZONE:
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSThe 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.
- Police Department approval on the corrected/final set of drawings (647-5840).
- Public Works Agency approval (647-5039).Show on the plans:
- Occupancy Classification(s)
- Type of ConstructionThe 4x14 supporting AC2 unit (5809#) exceeds its bending capacity (DRC=104.7%). The prescriptive method in the CEBC 502.4 (5% rule) does not apply. Revise the structural member and its anchorage (e.g. hangers) to support this unit. Show connection details of the newly added member to the existing 4x14 and hangers to the steel girder.All units. Please call out newly added framing members and connections on the framing plan (in addition to detail 9/S2) Show location and size of the new framing members.Please explain and add a note on page 23 of the structural calculation to show which page the design tension = 121.4# and shear = 333.9# are from. Check the most critical load combination with wind and seismic loads.END OF COMMENTS