HomeMy WebLinkAbout281148_2_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:
101108486
PROJECT ADDRESS:
2320 S Redhill Ave
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
A-2, S-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/15/2021
INITIAL REVIEW
11/22/2021
EXPIRATION
5/14/2022
RECHECKS:
1.1/13/2022
PROJECT APPLICANT CONTACT PERSON:
2.
Heidi Hare
3.
TEL:
(949)246-0492
FAX:
VALUATION: $3,159,863.00
EMAIL:
heidi@jlhare.com
FLOOD ZONE: X-0602320279J
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 3corrected 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.
- Fire Department approval on the corrected/final sets of drawings ((714)573-6100)
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)
- Health Department (714) 433-6074Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by
the Public Works Agency (647-5039)School District Compliance Certificate; a copy of the building permit application, signed by the plan check
engineer, shall be required by the School District to verify the scope of work. Refer to the attached handout.Sheet A4.0: Restrooms: where six or more toilet compartments are provided, or where the combination of urinals and water closets totals six or more fixtures, toilet compartments complying with Section 11B-604.8.2 (Ambulatory Accessible Compartment) shall be provided in the same quantity as the toilet compartments required to comply with Section 11B-604.8.1.2nd Review Comment: Please provide/show ambulatory accessible compartment in Men Restroom. STRUCTURAL REVIEW: Structural calculation: Please provide a schematic plan showing/identify all beams and headers, shear wall, etc. Plan review will continue at time of resubmittal with the schematic plan. Please revise lateral analysis for Risk Category III per Table 1604.5. Please revise plan as necessary. Structural calculation, shear walls, diaphragm, wall anchor, and foundation design will review at time of resubmittal when revised calculations are provided.
Roof beams: Distributing loads – Could not locate live loads. Please revise calculation clearly show dead loads and live loads. Wall calculation: Wall reinforcement – Please explain required vertical reinforcement (rebar) size, spacing and placement. Provide calculation for wall anchor bolts to transfer wall lateral load into roof diaphragm: Check anchor bolt and masonry wall for combined vertical and lateral loads. Design headed anchor bolts for steel yielding or not less than 2.5 times the factored forces. (14.4.5.1 ASCE7)
Masonry or concrete structural walls shall be anchored to supporting construction (roof diaphragm) capable of resisting the greater of the following: (ASCE 7 Section 12.11)
0.4 SDS x ka X weight of wall ASCE 7 Equation 12.11-1
0.2 ka x weight of wallStructural wall shall be designed to resist bending between anchors where anchor spacing exceeds 4-ft. (12.11.2 ASCE7)2nd Review Comment: Structural response and revised calculation were not provided. Pleaseprovide structural written response letter and updated calculation. Provide two complete sets of updated calculation for final review and approval. Sheet S2.1: Roof Framing Plan – Please provide calculation and detail for lateral resistance system at the high roof (clerestory area). Referenced detail 201 & 202 / S5.1 & 220/S5.1: Please revise details to provide diagonal bracing at the parapet support. Detail 208/S5.1: beam to column support – Provide/show column stiffener at the beam support. Detail 201/S5.1: Wall tie anchor – Please specify anchor size and minimum embedment into concrete wall. Provide additional horizontal reinforcement at wall anchor as necessary. Roof top units are part of this permit application: On the plan, please specify maximum design loads for the Root top Units. Provide calculation and detail for the Roof top Unit. Roof diaphragm opening: Please provide calculation and detail for shear transfer around the diaphragm opening. 2nd Review Comment: No structural response was provided. Please provide structural response to the comments above and provide updated calculation. Sheet S1.1: Foundation On the plan, please provide / specify footing dimension for the exterior wall. 2nd Review Comment: No response provided nor plan was revised. Please clearly provide footing dimensions. For clarity, please show location of stone columns (ground improvement) in relative to the proposed building foundation. Please coordinate with the ground improvement plan. 2nd Review Comment: No response provided. Please comply. 2nd Review Comment: For clarity, please specify masonry wall type (MW1) on the plan. Ground improvement system (stone columns): Permit application and plan submittal are required for the ground improvement system prior to building plan check approval of the proposed building. 2nd Review Comment: No response provided. Please comply. Please submit foundation plan to the geotechnical engineer for review and approval. The geotechnical engineer shall “review” stamp the plan for conformance with the soil report recommendation. 2nd Review Comment: Please comply. Provide calculation for the exterior canopies attaching to the building walls. 2nd Review Comment: No response provided nor calculation was provided. Please comply.