HomeMy WebLinkAbout313924_2_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:
101118682
PROJECT ADDRESS:
304 E Chestnut Ave
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/26/2024
INITIAL REVIEW
3/30/2024
EXPIRATION
9/22/2024
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Vladimir Gonzalez
3.
TEL:
(714)466-0196
FAX:
VALUATION: $65,780.00
EMAIL:
chestnutsquare.01@gmail.com
FLOOD ZONE: X-0602320276J
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:
Applicant shall address all the checked‘☒’ correction comments below before resubmitting plans to Building Safety for recheck.
☒1. 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 set of drawings (647-5839 or 647-5700).
☐Police Department approval on the corrected/final set of drawings (647-5840).
☒Public Works Agency approval (647-5039).
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐School District Approval; and a copy of the school fee worksheet, completed by the plan check engineer, shall be required by the School District to verify the scope of the work.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).
Structural Plan Review Comments:
Sheet 1:
Revise building occupancy to R1 (not R3)
[Comment Resolved]
Sheet 2:
Verify Dex-O-Tex ICC ESR report number
[Comment Resolved]
Sheet 3:
Verify 5’-0” dimension for both 1st floor and 2nd floor plan, what is it indicating?
[Comment Resolved]
Sheet 4:
Detail 5:
Provide structural calculation including wind load/seismic load with loading combination for the foundation design. Justify/provide calculation with uplift load combination
[Comment NOT resolve – provide calculation for 6x6 post design including wind load/seismic load combination]
Specify which lateral resistant system per ASCE Table 12.2-1. Foundation does not match with calculation page 5. Justify footing is capable to resist uplift with bottom reinforcing only. See calculation for more comments
[Comment NOT resolve – provide calculation justify moment from post is able to distribute to foundation. Calculation page 5 used cantilever lateral resistant system]
Detail 6:
Remove handrail callout to avoid confusion. There are no handrail replacement in this project
[Comment Resolved]
Provide spacing for TS 1 ½” x 1 ½” post
[Comment Resolved]
Provide spacing for 2-A44 within each blocking
[Comment Resolved]
Provide structural calculation for guardrail design including the connection design
[Comment NOT resolve – provide structural calculation justify guardrail design including its connection design]
Sheet 5:
Wood framing
Should the moisture content for wood member be 0.19 per NDS
[Comment Resolved]
Foundation and soil
Update code reference to CBC 2022
[Comment Resolved]
Epoxy
Verify spelling, should it be Epoxy, not “epoxi”
[Comment Resolved]
Calculation
Page 3: verify floor beam (FB1) design length, per drawing maximum length is 9’-0”. Revise calculation
[Comment Resolved]
Page 5: specify which lateral resistant system per ASCE 12.2-1
[Comment NOT resolve – provide calculation for foundation design justify moment from post is capable to transfer to pad footing]
Provide calculation for the post design based on the selected lateral resistant system per comment 6b
[Comment NOT resolve – provide calculation justification]
Red marked comment set is available to pick-up at the City Hall.(End of Comment)