HomeMy WebLinkAbout304314_3_Corrections.docxRESIDENTIAL PLAN CHECK
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:
101115750
PROJECT ADDRESS:
1900 E Carnegie Ave Unit# A
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
B, F-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
7/12/2023
INITIAL REVIEW
7/16/2023
EXPIRATION
1/8/2024
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Jay O'Doherty
3.
TEL:
(951)736-8161
FAX:
VALUATION: $250,000.00
EMAIL:
jay@pettit-ea.com
FLOOD ZONE: X-0602320279J
GUIDELINES:
Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies
This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2022 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES)
The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws
All listed plan review comments must be adequately addressed before a building permit can be issued
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.
PLAN REVIEW COMMENTS:
Sheet A-2
Minimum 60” maneuvering clearances from existing electrical room to new equipment platform
[Comment Resolved]
Existing utility room door was swing outward, maintain new door swing outward for the existing utility area
[Comment Resolved]
Sheet 2
Provide structural framing for roll up door header size, posts and foundation at the northwest face
[Comment Resolved]
Sheet 3
Provide structural framing for roll up door header size, posts and foundation at the southwest face
[Comment Resolved]
Sheet S-1
Provide construction detail of how (N) thicken edge integrate with (E) slab
[Comment Resolved]
Provide new equipment anchorage detail for the (N) chiller and pump. Indicate maximum operating weight on drawing
[Comment NOT Resolve –1. Per Detail 3/A-2 shown that there is a concrete equipment pad above concrete slab. Coordinate with arch’l drawing and provide detail for concrete pad to concrete slab detail2. Provide equipment (chiller and pump) anchorage detail, and indicate maximum operating weight on plan]
Sheet SD-1
Detail G:
Provide calculation and constriction detail for cooling tower and heat exchanger anchorage
[Comment NOT resolve – detail N/S-1 shown chiller is anchor on top of the steel platform; however, per detail 3/A-2, detail shown chiller is anchor to concrete curb]
Indicate maximum platform height on plan
[Comment Resolved]
Detail N:
Provide bolt to plate edge distance in the short direction of the plate
[Comment Resolved]
Detail K:
Provide plate size and bolt spacing
[Comment Resolved]
Detail T:
EOR to provide calculation justification that 3/8” HSS tube wall is adequate to take the resultant loads from the diagonal brace
[Comment Resolved]
Provide construction detail for metal stud opening details at louver and roll-up door
[Comment Resolved](End of Comment)