HomeMy WebLinkAbout282819_3_Corrections.docxTENANT IMPROVEMENT
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:
101109025
PROJECT ADDRESS:
705 E Alton Ave
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III B
OCCUPANCY CLASSIFICATION(S):
B, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/4/2022
INITIAL REVIEW
1/17/2022
EXPIRATION
7/3/2022
RECHECKS:
1.04/04/2022
PROJECT APPLICANT CONTACT PERSON:
2.
Chris Savage
3.
TEL:
(949)341-0920
FAX:
VALUATION: $40,000.00
EMAIL:
chris@rga-architects.com
FLOOD ZONE: X-0602320278J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSThis review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, fire sprinkler systems, and electrical work. Call 647-5800 for information.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.
- Fire Department approval on the corrected/final sets of drawings ((714)573-6100)
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)Provide structural engineering design, calculation and details for the new exterior door opening. PC2: There is no written response to this item. The resubmitted plans shows no changes to the previous submittal.Please design, calculation and details the framing, lintel and support for the new door opening within the existing concrete exterior wall. Please design to support the vertical load, in-plane shear force and out-of-plane force.Please review calculation page 5-10. Please clarify and explain why the design force in the concrete wall out-of-plane check using service level load instead of strength level? Please response and revise calculation to clarify.END OF COMMENTS