HomeMy WebLinkAbout296915_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:
101113380
PROJECT ADDRESS:
3009 S Daimler St
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
N/A
OCCUPANCY CLASSIFICATION(S):
N/A
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/4/2023
INITIAL REVIEW
1/15/2023
EXPIRATION
7/3/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Mikael K Kallros
3.
TEL:
(714)734-4242
FAX:
VALUATION: $100,000.00
EMAIL:
mkallros@absconsulting.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 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. These may be picked up at Building and Planning department at applicants’ discretion.DrawingsSheet CoverProvide a project description with a complete and detailed scope of work on the cover sheet of the plans.
Provide the following design data on the first sheet
☒Occupancy groups
☒Type of construction
☒Number of stories.
☒Floor area per occupancy group, including the existing structure(s)
☒Construction shall comply with the 2019 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.
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 (setbacks) between buildings and property lines.Sheet S2.1Please verify if linework at perimeter wall at Grid 1/ Grid D-E is new intended work.New shearwall post at 8’-9” shearwall adjacent to Concrete Wall looks to be at panel joint. Please clarify and ensure adequate connection to wall.Provide foundation type at new interior 39’-6” shearwall plan north end. Clarify foundation interference between new mezzanine 39’-6” shearwall plan south end and existing column foundation. Existing structure foundation should not be shortened unless designed. Clarify new mezzanine 16’-4” shearwall post plan north end and existing column. Verify if existing foundation occurs at location.Provide details for new foundation.Shearwall schedule nailing on plans do not match shearwall schedule nailing in details. Please revise to match and ensure correct shearwall types specified for new shearwalls.Verify note provided referencing Architectural plans for non-structural partition wall locations. No Architectural drawings have been provided.Sheet S2.2Please clarify note specifying Floor 24” lower than mezzanine. Mezzanine elevation unclear.Verify if continuous 3x Rim Joist present along mezzanine interior edges as shown in detail 12C/S4.2. Provide adequate shear transfer from diaphragm to shearwall.Verify if existing 2x12 joist occurs at new HSS drag and if intended to be used in drag.Verify new drag unbraced span in x-x direction is acceptable else provide lateral bracing as needed.Justify (E) interior concrete shearwall is adequate with new mezzanine lateral loads.Sheet S2.3Verify wall anchorage span at Grid 1 and 10. Span does not look to match calculation sub-diaphragm design.Detail interior shearwall along Grid 9 with holdowns on each side at same location. Ensure no interference with post installed anchorage.Sheet S4.1Detail 15 – Clarify where strap condition occurs, note as alternative, or remove. Provide design for transfer with straps and simpson LTTP with post installed anchor. Sheet S4.2Detail 3 – Shearwall schedule does not match plans, please revise as needed.CalculationsSheet 11 – Verify shearwall lengths and types specified with drawings. Lengths do not seem to match.Sheet 11 – Provide design for all new shearwalls in mezzanine.Sheet 14 – Provide design for capacity used in subdiaphragm check. For existing diaphragm nailing used, specify min required on drawings. Sheet 22 – Clarify rebar specified for chord design. Provide design for actual existing condition or specify where rebar is present on drawings.Sheet 26 – Verify subdiaphragm width used in design with drawings.(End of Comment)