HomeMy WebLinkAbout300122_3_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:
101114423
PROJECT ADDRESS:
2076 S Grand Ave
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
B, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/27/2023
INITIAL REVIEW
4/8/2023
EXPIRATION
9/23/2023
RECHECKS:
1.5/22/2023
PROJECT APPLICANT CONTACT PERSON:
2.
John Franz
3.
TEL:
(951)375-9004
FAX:
VALUATION: $50,000.00
EMAIL:
jfranz@amsroofingconstruction.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 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment.
5. The applicant shall obtain clearances/approvals for the following, prior to building permit issuance (CHECKED BOXES REQUIRED ONLY):
☒Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process.
☒Public Works Agency approval (647-5039).
☐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).
☒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.
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DrawingsSheet
Provide a complete plot plan showing –
☒Location and size of all structures on the lot.
☒Identify all property lines and easements, streets, etc.
☐Show north arrow.
☒Distances between buildings (main house, detached garage, accessory dwelling unit, etc.).
☒Distances (setbacks) between buildings and property lines.
Provide the following design data on the first sheet
☒Sheet Index
☒Occupancy groups
☒Type of construction
☒Number of stories.
☒Construction shall comply with the 2022 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.Provide shotcrete material notes and code references.Seismic Factors provided in Design Factors does not match calculations. Revise to match.Distinguish scope of work location on Key Plan for stairwell panel work. Specify phase numbers at area of work for each proposed phase. Sheet S3Title block label and address shall match on all sheets. Please revise.Verify leader on Floor/Roof framing plan with no note at concrete wall.Sheet SD1Verify if (E) stringer is flush at existing 5-1/2” thick concrete panel and if there is any interference at new 8” thick concrete panel. Thicker panel is offset inside stairwell and is noted to have new AB from stringer to concrete. PC #2: Please provide connection between existing and new roof ledger for continuity.PC #2: Detail 12 – Please add note to VIF existing anchor bolt at end of existing stringer meets required code minimum. Else post-installed anchor will be required.Detail 16 – Provide calculation for proposed OMF connection shown with resulted moment loading at roof and stair floor into face of HSS column.(End of Comment)