HomeMy WebLinkAbout265714_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:
101103836
PROJECT ADDRESS:
515 E Dyer Rd
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III B
OCCUPANCY CLASSIFICATION(S):
B, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
7/7/2020
Revision to PC#101103232, phase 1
INITIAL REVIEW
7/7/2020
EXPIRATION
1/3/2021
RECHECKS:
1.7/27/2020
PROJECT APPLICANT CONTACT PERSON:
2.
Doug Hinrichs
3.
TEL:
(949)862-2135
FAX:
VALUATION:
EMAIL:
FLOOD ZONE: X-0602320278J
APPLICABLE CODE: 2016 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
General / Instruction Comments
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 2corrected sets of plans.Please return marked up set of drawings with corrections, if they were picked up.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.Sheet TI-A0.1For clarity, please cloud and provide a delta number for the revisions. Apply to all plan sheets. The original approved plan under PC# 101103232 (phase 1) included the new wall openings and new doors installation. Please clarity the statement of installing 15 new doors under the supplemental plan and application description. 2nd Review Comment: Sheet TI-A5.1, Door schedule – Door type G1 elevation, please revise door to show vision panel located 43” maximum above the finish floor. Structural Structural plan(s) and details were not provided for the new concrete footings (edge) and existing and new locations of the interior columns as mentioned/stated on the plan. 2nd Review Comment: Sheet S3.1, Wall elevation at gridline 28 – Existing WF columns are to be removed – Please provide structural investigation report explaining what are they supporting and what are the possible structural effect to the existing building by removing those steel columns. Provide structural replacement for those columns to be removed as necessary. Review vertical support, and wall for out-of-plane loads and wall anchor at roof diaphragm. Reminder: Structural investigation report and calculation shall be stamped, signed, and dated by the engineer of record. Structural calculations were provided for the 14-ft and 20-ft span HSS members – Please show where those members are occurred on the plan. Plan review will continue at time of resubmittal. 2nd Review Comment: Please provide structural detail for door installation (door frame to wall opening). Details shall be clearly cross-reference onto the plan.