HomeMy WebLinkAbout300818_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:
101114631
PROJECT ADDRESS:
5 E Hutton Center Dr Unit# 1100
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
I A, SPK
OCCUPANCY CLASSIFICATION(S):
B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/12/2023
INITIAL REVIEW
5/22/2023
EXPIRATION
10/9/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Claudia Lai
3.
TEL:
(949)608-3716
FAX:
VALUATION: $49,500.00
EMAIL:
clai@saaia.com
FLOOD ZONE: X-0602320278J
APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
All items noted on this plan check report must be addressed.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 (2)corrected 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.
- 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)PLAN CHECK COMMENTSSheet A-0.1. Scope of work. Add the following to the scope: “Consolidate the floor under Unit #1100. Unit #1110, #1120 and #1130 will be deactivated.”Sheet A-0.1. Sheet A-0.5C. Complete exit analysis, occupant load calculation and exit width calculation tables on plan.Provide egress analysis and egress plan for the entire floor. Sheet A-0.5C. Portion of the occupiable spaces are reduced to one means of egress by the newly added doors blocking the egress route through reception area. Review and revise design to provide (2) means of egress are required to each exit stairway. (1006, Table 1006.2.1)Building Division 2nd review cycle response:Sheet A-0.5C and A-2.0. The submitted design is not acceptable. However, the door type and swing direction is acceptable as the first submittal. Please update the plans.Sheet A-0.5C. While doors with keycard serving egress routes leading to two separate exit stairways on both direction, demonstrate how doors with keycards are openable from both sides during emergency.Sheet A-0.5C. Note on drawing: “Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.”Sheet A-0.5C. Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more.Sheet A-0.5C. The exits or exit-access doors shall be placed a distance apart of at least one-third the maximum overall diagonal of area served, measured in a straight line between the doors. Sheet A-0.5C. Tactile exit signs shall be required at the following locations on plan. A tactile exit sign with the words “EXIT ROUTE” shall identify each exit access door from an interior room or area to a corridor or hallway, which is required to have a visual exit sign.Building Division 2nd review cycle response: Sheet A-0.5C. Tactile signs shall be adjacent to the door at the latch side and provide 18”x18” clear floor standing space centered at the sign. Refer to Figure 11B-703.END OF COMMENTS