HomeMy WebLinkAbout287388_3_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:
101110364 (Garage A), 101110365 (Garage B), 101110443 (Podium A), 101110444 (Podium B)
PROJECT ADDRESS:
2010 E Warner Ave Bldg# P, 2350 S Redhill Ave, #P
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, S-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
5/11/2022
INITIAL REVIEW
5/18/2022
EXPIRATION
11/7/2022
RECHECKS:
1.06/14/2022
PROJECT APPLICANT CONTACT PERSON:
2.
Heidi Hare
3.
TEL:
(949)246-0492
FAX:
VALUATION:
EMAIL:
heidi@jlhare.com
FLOOD ZONE:X-0602320279J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS** No redlines or additional comments marked on the drawings.All drawings and supporting documents shall be prepared, stamped and signed by a California registered civil engineer. CBC Sections A106.1 and A106.3.4.1.The foundation plans of the Geopier design must be approved by the soils engineer who prepares soils report.PC2: Submit (2) copies of approval letter from the geotechnical engineer of the GPI geotechnical professionals INC.PC3: Not provided.Provide an approval letter from the soils engineer in record. The amendment shown on the design memorandum letter provided by WGI must also be approved by GPI Geotechnical professionals Inc (#3069.1, date October 26, 2021), such as:Increase allowable bearing capacity up to 7000 psi.1.5” or less of static settlement.1” or less of combined (static + seismic) differential settlement over a horizontal distance of 60 feet.Removal of grade beams.The effect of geologic and seismic hazards such as liquefaction, soils instability, differential settlement and surface displacement.Please verify if the design groundwater depth of 10 feet is taken into consideration as the Geopier plan shows the depth of the Geopier of 7 feet to 16 feet.PC2: Submit (2) copies of approval letter from the geotechnical engineer of the GPI geotechnical professionals INC.PC3: Not provided.END OF COMMENTS