HomeMy WebLinkAbout305970_1_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:
105116278
PROJECT ADDRESS:
930 S Townsend St
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/21/2023
INITIAL REVIEW
9/26/2023
EXPIRATION
2/17/2024
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Blanca Valle
3.
TEL:
(323)602-6556
FAX:
VALUATION: $5,000.00
EMAIL:
vblanca718@gmail.com
FLOOD ZONE: X-0602320257J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2022 California Residential Code (CRC); 2022 California Building Code (CBC); CMC = 2022 California Mechanical Code; CPC = 2022 California Plumbing Code; CEC = 2022 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 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment.
The applicant shall obtain clearances/approvals for the following, prior to building permit issuance (CHECKED BOXES REQUIRED ONLY):
☒Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process.
☐Public Works Agency approval (647-5039).
☐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).
☐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.
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DrawingsSheet S-1
Provide the following design data on the first sheet (R106.1.1)
☐Sheet Index
☒Occupancy groups
☒Type of construction
☒Automatic Fire Sprinkler (YES or NO)
☒Number of stories.
☐Flood Zone: X
☐Flood Zone: A
☐Flood Zone: AE
☐Floor area per occupancy group, including the existing structure(s)
☐Construction shall comply with the 2022 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.Existing deck work shall be specified on plans where occurs. New deck material shall be ICC approved with approval number provided.Sheet S-2Provide Section References on plans for both Section A and B.Verify detail reference 16/D3 in Section A. Detail does not look to match reference.Verify detail 15/D3 in Section B. Detail does not look to match reference.Specify full channel size on plan at each member. Sheet D-1All code references shall be updated to current applicable code. This includes code references such as concrete and masonry. Sheet D-2Detail 3 – Provide Channel to Channel connection. Or reference where connection may be found. Detail 6 – Verify detail 11/- Referenced at step, no detail 11 found. Detail 6 – Note 1 notes to see architectural plans for more information. No architectural plans have been provided.Sheet D-3Detail 17 – Provide connection and calculation for guardrail post to stringer.Detail 18 – Provide cross support HSS on framing plan. CalculationsCalculations shall be stamped and signed by licensed engineer.Page 12 – Justify load combination used for frame design. Ensure worst load combination used to for gravity and lateral interaction including overturning and uplift determination. Load combinations shall follow ASCE 7-16 Ch. 2. It is recommended to provide top layer reinforcing in foundation intended to be used in lateral frame. (End of Comment)