HomeMy WebLinkAbout305342_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:
101116090
PROJECT ADDRESS:
2547 W McFadden Ave Unit# B
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
M, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/3/2023
INITIAL REVIEW
8/5/2023
EXPIRATION
1/30/2024
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Chris Rhodes
3.
TEL:
(916)517-4229
FAX:
VALUATION: $97,500.00
EMAIL:
crhodes@championinstalls.com
FLOOD ZONE: X-0602320257J
GUIDELINES:
Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies
This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2022 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES)
The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws
All listed plan review comments must be adequately addressed before a building permit can be issued
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.
PLAN REVIEW COMMENTS:
Applicant shall address all the checked‘☒’ correction comments below before resubmitting plans to Building Safety for recheck.
☒1. 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 set of drawings (647-5839 or 647-5700).
☐Police Department approval on the corrected/final set of drawings (647-5840).
☒Public Works Agency approval (647-5039).
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐School District Approval; and a copy of the school fee worksheet, completed by the plan check engineer, shall be required by the School District to verify the scope of the work.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).
☒2. Sheet 23-0996-E
Provide site plan of this facility
Indicate on plan to exist door location
Travel distance
Common path of travel
Indicate scope of work on plan
Provide drawing to scale
Explain the hatch in front of the 2 bathroom is for? Is this a part of the shelf? If so, it is not acceptable. It is blocking the existing route to exist door
Please indicate (E) slab thickness on plan
☒3. Sheet 23-0996-A
Detail 2:
Provide additional calculation using 700 lb maximum for each bay and distribute to only 4 levels per detail J. This might be the worst case for anchorage design
Update code section to ASCE 7-16. ASCE 7-10 code is outdated.
Detail 7: design of post installed anchor for shear and tension shall include overstrength factor per ACI 318-19 section 17.10.5.3, and section 17.10.6.3. Typical for all calculation. Revise calculation
☒ 4. Sheet 23-0996-C
Detail 4: See sheet 23-0996-A detail 7 for comment
☒ 5. Sheet 23-0996-D
Detail 2: provide additional calculation using 7000lb max for each bay and distribute to only 3 levels per detail M. Load should be multiply by 2 where bays are back-to-back when design for anchorage design
Detail 7: See sheet 23-0996-A detail 7 for comment(End of Comment)