HomeMy WebLinkAbout270101_1_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:
101105201
PROJECT ADDRESS:
3901 S Main St
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830
EMAIL:
aso@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III B
OCCUPANCY CLASSIFICATION(S):
S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/12/2020
INITIAL REVIEW
11/29/2020
EXPIRATION
5/11/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Bob Blanton
3.
TEL:
(661)337-9259
FAX:
(661)396-9705
VALUATION: $630,000.00
EMAIL:
bblanton@ewmi.com
FLOOD ZONE: X-0602320278J
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.Sheet S-1Provide scope of work and description on this project.It appears some words are missing on the Geotechnical Investigation note number 2 and 3.On the title sheet, specify the shoring system as a deferred submittal. The Engineer On Record shall review the shop drawing of the shoring system.Sheet S-2.1Per phone conversation with the structuralengineer and plan-check engineer on December 3, 2020, provide additional excavation-sequence note regarding the exterior wall’s footing-support during the initial four-foot deep excavation. Portions of the exterior-wall footing should be supported at the cut slots, so that the concrete-footing beam does not span more than approximately 4 feet. Given this tilt-up building was built with a classic tilt-up construction method (one footing between two wall panels), additional bearing support should be considered at the footing locations.Sheet S3.1On the north-south partial building section drawing, the excavation depth is below the natural water table. The geotechnical engineer recommends a de-watering system on page 3 of the report. The drawing indicates a “possible” de-watering system. It appears the decision of placing a de-watering system will be based on the actual condition of the site during evacuation. The general contractor shall notify the Engineer on record should the excavation encounters the water table. The engineer on record shall design and approve the de-watering system to ensure the safety of the building shoring.