HomeMy WebLinkAbout264824_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:
101103612
PROJECT ADDRESS:
1710 E Seventeenth St
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):
M
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
5/13/2020
INITIAL REVIEW
5/26/2020
EXPIRATION
11/9/2020
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Danny Kim
3.
TEL:
(213)388-6642
FAX:
VALUATION: $150,000.00
EMAIL:
dkim@dgbamerica.com
FLOOD ZONE: X-0602320164J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
General Comments / Instruction
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.This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, fire sprinkler systems, and electrical work. Call 647-5800 for information.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)Please revise job address on each plan sheet. Plan check fee is underestimated. Additional plan check fee is required. Sheet T1.1:Please correct job address accordingly. Revise job address on all sheets. Existing Building Summary: Type of Construction – Please specify type V-B. Sheet Index: Sheet A4.3 was not provided. Please coordinate and revise plan accordingly. On the plan, please specify occupancy groups. Please provide an accessibility upgrade summary showing the cost of the accessibility upgrade is at least 20% of the adjusted construction cost of the alteration. (11B-202.4)Sheet A1.1:Accessible parking stalls: Please provide enlarged plan for the restriped accessible parking stall area to show complete parking dimensions. Provide accessible parking signage and marking. On the plan, please clearly show location of curb ramp and detectable warning. Existing truncated dome located between the parking lot and the driveway (near the accessible parking spaces) should be removed, since it would give fault warming. Accessible path of travel: Please specify on plan 5% maximum measured in the direction of travel, and 2% maximum cross-slope. Sheet A2.1Please provide detail to show attachment of new storefront to existing opening frames. Automatic and power-assisted doors shall comply with Section 11B-404.3. Sheet A4.1:Detail 4/A4.1: Please coordinate with structural details on sheet S-4 for wood beams and blocks sizes. Sheet S-4: New 4x6 wood column exposure to weather and supported by the concrete slab shall be pressured treated wood. New 8x12 header and its supported columns: Please provide details to show how the new 8x12 beam and its support are supported for out-of-plane loads. Please provide detail for the 5’-6” parapet extension over the main entrance. Structural CalculationCode – Please remove the LABC 2017, since City of Santa Ana did not adopt the LABC code. Wind analysis: Please wind analysis to comply with the ASCE7-16 Standard. Wind pressure on parapet walls shall comply with Section 27.5.2. It’s 2.25 times the wall pressures. Canopy wind loads shall comply with Section 27.5.3. Existing freestanding structures supporting new solid metal siding – Please provide wind analysis to justify the existing freestanding structures are sufficient to support the new solid screening/siding. State all assumptions. Please use wind design provision under the ASCE7-16 Standard.