HomeMy WebLinkAbout296396_2_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:
101113184
PROJECT ADDRESS:
400 S Grand Ave Unit# B
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/15/2022
INITIAL REVIEW
1/27/2023
EXPIRATION
6/13/2023
RECHECKS:
1.3/13/23
PROJECT APPLICANT CONTACT PERSON:
2.
Greg Nielson
3.
TEL:
(951)691-2226
FAX:
VALUATION: $45,000.00
EMAIL:
gnielson@1stle.com
FLOOD ZONE: X-0602320276J
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)Sheet S1.1 and S1.2: Please provide and clearly cross-reference details for attachment of L-footing to structural roof member. 2nd Review Comment: Response was incomplete. Sheet S1.1 – For clarity, please clearly cross-reference details for roof mounted details. Attachment details provided on sheet S1.2: Please specify fastener size, number of fastener per attachment, and minimum embedment into the existing roof structural member. 2nd Review Comment: Response was incomplete. Please clarity what are the structural elements that the Chiko Clamp is clamped to. The support of the new solar panels shall be positively connected/attached to the existing structural members. Please coordinate and revise plan accordingly. Provide structural calculation for the attachment due to uplift forces. (End of Comment)