HomeMy WebLinkAbout307641_2_Corrections.docxPLAN 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:
101116740
PROJECT ADDRESS:
1500 E Warner Ave
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
N/A
OCCUPANCY CLASSIFICATION(S):
N/A
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
9/20/2023
INITIAL REVIEW
9/26/2023
EXPIRATION
3/18/2024
RECHECKS:
1.12/12/23
PROJECT APPLICANT CONTACT PERSON:
2.
Barbara Cohen
3.
TEL:
(714)906-2029
FAX:
VALUATION: $35,450.00
EMAIL:
Bcohen@ad-s.com
FLOOD ZONE: X-0602320278J
APPLICABLE CODE: 2022 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.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.
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)Please revise plan to show the correct address. Soil reports are required for the proposed signed. Please provide two sets of soil reports. 2nd Review Comment: Submit final foundation plan to the geotechnical engineer of record for review and approval. The geotechnical engineer shall “review” stamp the plan for general conformance with the soil report recommendation. (Soil page 5)Please provide structural calculation/design for the steel column, foundation support, pipe/column connections, etc. Foundation should design in accordance with the soil report recommendation. 2nd Review Comment: Please coordinate and incorporate the following for the foundation design: Please use a factor of safety of 3, per soil report. Please revise foundation plan to show/provide minimum 11-ft deep embedment Please revise foundation plan to show/provide minimum 4-ft diameter footing.Caisson footing: Please revise plan to show/provide minimum steel rebar (reinforcement) for the footing. Provide calculation and detail of framing for the horizontal members supporting the sign cabinets. Design for vertical and lateral loads. 2nd Review Comment: Response was incomplete. Please provide the following: Lateral design (Wind loads): Please provide calculation and moment connection for the 16-ft span sign cabinets. A single through bolt attachment between cabinet and steel pole was insufficient. Vertical design: Provide calculation for the moment connection between the cabinet frame to the vertical pole (column). The cabinet may vertically support at ground level – Please provide additional footing to support the 16-ft span sign cabinet as necessary. On the plan, please specify the thickness of the steel pipe.
(End of Comment)