HomeMy WebLinkAbout283739_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:
101109315
PROJECT ADDRESS:
2211 S Susan St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
B, F-1, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
2/1/2022
INITIAL REVIEW
2/12/2022
EXPIRATION
7/31/2022
RECHECKS:
1.03/25/2022
PROJECT APPLICANT CONTACT PERSON:
2.
Brad Kenson
3.
TEL:
(949)228-5687
FAX:
VALUATION: $15,000.00
EMAIL:
brad@fastrackpower.com
FLOOD ZONE: X-0602320258J
APPLICABLE CODE: 2019 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.Please return marked up set of drawings with corrections.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 CORRECTIONSAll sheets. Plans shall be prepared, signed, stamped and dated by a licensed architect, civil or structural engineer.Sheet ST1.0. Show the size, use, occupancy, and type of construction of the existing buildings on the site.PC2: Not resolved. The revised sheet ST1.0 is not submitted.Sheet ST1.0. On plan, clearly indicate the scope of work under this building permit application. Show number, type and weight of each equipment to be installed.PC2: Not resolved. The revised sheet ST1.0 is not submitted.Sheet ST1.0. Show location of the exterior equipment on the site plan. Per foundation plan, there are 4 new slabs. Justify those location will not interrupt the site accessible routes and site egress path. PC2: Not resolved. The revised sheet ST1.0 is not submitted.Please incorporate equipment specifications on plan, including dimensions, anchorage point and weight.PC2: Not resolved. The response from Kobra design shows the info can be found on sheet S2.0, S1.1 and S1.2. However, the information is not provided on those plans.Sheet ST1.1 and ST1.2. Specify footing depth on ALL concrete pad details showing embedment depth into the soils, measured from the pad grade.Sheet ST1.1 Detail 1. Provide calculation to design and detail the anchorage to concrete pad for the 540# transformer.PC2: Sheet S1.1. Provide plan view to show location and spacing of the anchor bolts for both CO2 tank and transformers. Show minimum embedment depth of the anchor bolts of each equipment.Sheet ST1.2 Detail 1. Provide calculation to design and detail the anchorage to concrete pad for the 12750# RO tank.PC2: Sheet ST1.2. Per calculation, specify 12” minimum embedment depth of the ¾” diameter anchor bolt on plan.Sheet S2.0. Please show dimensions for all concrete pads on foundation plan.STRUCTRUAL CALCULATIONSubmit (2) copies of structural calculation.Revise the calculated seismic design parameters(Ss, S1, SDs, SD1…) for this address: 2211 S Susan St, Santa Ana. The attached calculation (page 2) shows different address and shall be revised.Update entire anchorage design according to correct seismic design parameters.PC2: Provide page number on each page of the structural calculations.Please check the most critical wind load combination for anchorage design. The submitted design is only to support seismic load combination. PC2: Not resolved. Structural calculation to support wind load combination is not provided.END OF COMMENTS