HomeMy WebLinkAbout215632_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:
10188484
PROJECT ADDRESS:
1211 E Dyer Rd Unit# 110
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
E
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/7/2016
INITIAL REVIEW
4/3/2016
EXPIRATION
9/3/2016
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Hitoshi Inoue
3.
TEL:
(949)250-7075125
FAX:
VALUATION:$10,000.00
EMAIL:
hitoshi@west-wing.com
FLOOD ZONE:X-0602320278J
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) 647-5830 for an appointment.Please return marked up set of drawings with corrections.Sheet T1.0When a change of occupancy results in a structure being reclassified to a higher risk category, the structure shall conform to the seismic requirements for a new structure of the higher risk category. Provide structural calculations and structural drawings on seismic requirements. (CBC 3408.4)Please specify Type of construction “V-A” or “V-B” under Building Data.Provide Allowable Area analysis for the building per 2013 California Building Code Section 506.1. Revise occupant load per comments on sheet A2.0.Provide the following information on Parking Requirements:Specify total number of parking spaces provided on site.Specify total number of accessible parking spaces provided.Specify number of accessible Van parking space provided.Sheet A1.0Revise the cross-reference detailed number to “1/A2.0”.Specify the fire rating at occupancy separation wall.Specify the occupancy group at adjacent tenant.Sheet A2.0Provide Egress Analysis as follow:Use occupant load factor of 20 in classrooms, Study Area, and Reading area.Use occupant load factor of 7 in Play Area and Dance Area.Use occupant load factor of 15 in Social Meeting Area and Meeting Room.Determine the number of occupant load in each room.Show egress travel direction to exits.Show the maximum over-all diagonal distance for the entire space. Show egress door separation dimension between exits.Show exit width capacity is greater than the calculated egress width demand.Provide door schedule and specify door width, height, and hardware.Verify the occupant load number exiting from the second floor stairway.442.1.2 Separate means of egress systems required. Every room with an occupant load of 300 or more shall have one of its exits or exit-access doorways lead directly into a separate means of egress system that consists of not less than two paths of exit travel which are separated by a smoke barrier in accordance with Section 710 in such a manner to provide an atmospheric separation that precludes contamination of both paths of exit travel by the same fire. Not more than two required exits or exit-access doorways shall enter into the same means of egress system.
Specify the occupancy group on the second floor and the fire rating at floor-ceiling assembly for occupancy separation requirements.
Rotate floor plan orientation to match the orientation on site plan.
Specify the fire rating on occupancy separation wall.
Specify the fire rating on door opening between the one-hour corridor and Reading Area.