HomeMy WebLinkAbout262540_3_Corrections.docx
PLAN CHECK NO:
101102907
PROJECT ADDRESS:
3600 W McFadden Ave
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
A-2, B, M, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/28/2020
INITIAL REVIEW
3/17/2020
EXPIRATION
7/26/2020
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Jose Castro
3.
TEL:
(949)413-5382
FAX:
VALUATION: $200,000.00
EMAIL:
jose.castro@wdpartners.com
FLOOD ZONE: X-0602320256J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 California Electrical Code; T = Table; ICC = International Code Council.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.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.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2019 California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review.
Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees.
This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, and electrical work. Call 647-5800 for information.
Provide scope of work on sheet FXS1. The narrative of the scope shall match the permit application.
Sheet FXS1. The construction of the fitting room and its detail 10/FXS2 is NOT part of this permit 101102907. According to permit application, this permit is for storage racks only.All the information shall betransferred and available on the building permit package (plan check number: 101102906), not under this submittal.
Sheet FXS1. The construction of the cart railing and its detail 11/FXS2 is NOT part of this permit 101102907. According to permit application, this permit is for storage racks only. All the information shall be transferred and available on the building permit package (plan check number: 101102906), not under this submittal.
Revise structural calculation to comply with 2019 California Building Code and ASCE 7-16 standards. The seismic design parameters shall be based on the latest seismic map in accordance with ASCE 7-16. Please update structural calculation and notes and details on structural plans.Note on the drawings locations and inscriptions of 50 square inch minimum size permanent plaques installed in conspicuous locations, showing the maximum permissible unit load in clear, legible print.Lower portions of posts exposed to damage by forklift trucks or other moving equipment shall have protective devices. If not so protected, at the option of the building official, the rack structure may: (1) be designed to maintain its full design load capacity at allowable stresses with the exposed post capacity reduced by one-half or (2) be designed to maintain its full design load capacity at 50 percent increased allowable stresses with the exposed post assumed to have no carrying capacity.