HomeMy WebLinkAbout321524_2_Corrections.docxSPC
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:
101121155
PROJECT ADDRESS:
1321 S Main St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/14/2024
INITIAL REVIEW
10/21/2024
EXPIRATION
4/12/2025
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Edwin Navarrele
3.
TEL:
(562)253-2264
FAX:
VALUATION:$9,000.00
EMAIL:
edwin@jycservice.com
FLOOD ZONE:X-06059C0276J
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 2corrected 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.PLAN CHECK COMMENTS ON PLAN:Please refer to red marks on the drawings for additional plan check comments. Revise drawings to show compliance.Sheet ST-1. Please show scope of work under this permit on the cover sheet. No hand-written items.Sheet ST-1. Show on the plans:
- Occupancy Classification(s)
- Type of Construction Sheet S-1. Indicate replaced window dimensions and type on the elevation.Sheet S-1. Revise framing elevation detail 3/SD1 to call out the location and how it is installed into wall framing for MSTC36.Sheet SD1. Detail 2:Clarify and show if any roof diaphragm repair. Show roof diaphragm specification, and provide edge nailing for shear transfer into the new ledger.Provide calculation to justify the ½” x 8” lag bolt in accordance with ASCE 7-16 12.11.2.1.Specify the thickness of new CMU wall.Specify vertical reinforcement dowel (missing size and spacing) at the bottom of the CMU wall epoxyed into the existing footing.Sheet SD1. Detail 4: per note #6, provide schedule on plan to indicate the specification and nailing of the vertical plywood sheathing.Sheet SD1. Detail 6. Provide special inspection for post-installed sill plate anchor bolts epoxyed into existing concrete.END OF COMMENTS