HomeMy WebLinkAbout200373_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:
10183324
PROJECT ADDRESS:
2890 N Main St
PLAN CHECK ENGINEER:
Heidari, FredTEL:714
647-5862FAX:714
647-5897
TYPE OF CONSTRUCTION:
II A, SPK
OCCUPANCY CLASSIFICATION(S):
B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/1/2014
INITIAL REVIEW
12/9/2014
EXPIRATION
5/30/2015
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Daniel Choi
3.
TEL:
(310)275-7774
FAX:
VALUATION:$100,520.00
EMAIL:
daniel@permitadvisors.com
FLOOD ZONE:X-0602320163J
APPLICABLE CODE: 2013 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.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5862 for an appointment.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.
- Public Works Agency approval (647-5039)
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceNote D8 on sheet A200 refers to: “Demo to reduce column enclosure to allow for 12” X 12” new GYP. Board enclosure”. Plans shall indicate how required structural and fire resistive integrity of these columns will be maintained per table 601 of CBC. Provide typical section view detail of all new partitions and ceilings showing:
- Size, spacing, and material of framing members
- Note gauge and ICC Research Report number and installation/construction requirements for metal framing
members.
- Method of attaching framing to the building structure. Compliance shall be shown with CBC chapter 16
for lateral support of the walls. Do not support top of walls to suspended ceiling system unless calculations
and drawing prepared by a registered engineer are submitted for review.
- Note type, size, and spacing of fasteners.
- Heights of partition, suspended ceiling, structure above.Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Chapter 11B:
- An accessible entrance
- An accessible route to the altered area
- Accessible restrooms
- Accessible telephone (if any)
- Accessible drinking fountains, and
- Parking, signage and alarmsSanitary facilities serving the area of new work shall be disabled accessible. Revise the drawings to show compliance with CBC chapter 11B.CBC Section 11B-803, Fitting and Dressing Rooms:
- Where fitting or dressing rooms are provided for male or female customers, patients, employees, or the
general public, 5 percent, but never less than one, of dressing rooms for each type of use in each cluster of
dressing rooms shall be accessible.
- Entry doors swing and turning space inside the fitting room shall conform to the requirements of Section 11B803.
- The bottom of mirrors provided for use by persons with disabilities shall comply with Section 11B-803.
- Clothing hooks and bench shall with Section 11B-803.For details shown on sheet A 300 justify that existing steel trusses can support the vertical and lateral loads imposed by the proposed bracing.