HomeMy WebLinkAbout301330_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:
101114840
PROJECT ADDRESS:
1431 W Riviera Dr
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-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/25/2023
INITIAL REVIEW
6/14/2023
EXPIRATION
10/22/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Craig Blume
3.
TEL:
(714)310-9557
FAX:
VALUATION: $75,000.00
EMAIL:
craig.blume@architectsblume.com
FLOOD ZONE: AE-0602320144J
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.Resubmitcorrected 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.
5. 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 A1.01
Provide the following design data on the first sheet (R106.1.1)
☐Sheet Index
☐Occupancy groups (R-3/U)
☐Type of construction (V-B)
☐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.Provide North Arrow on Site Plan.Provide drainage and slope direction around new addition on Site Plan.Sheet A1.02Title 24 compliance shall be updated to current 2022 California Energy Code. Sheet A3.02Verify (6) under-floor vents provided for new addition. If access opening to be utilized as vent, it shall be specified as such and ensured that ventilation occurs.Window less than 2’-0” from door opening shall be specified as tempered.Sheet A5.01Provide exterior stair footing size and reinforcing as required for foundation at landing and bottom of stairs shown on Section 2. No foundation information provided on Structural Sheets.Handrail shall extend 12” minimum at end of landing and bottom of stair from first tread.Sheet S-1Clear note inference in General Note and Structural WoodUpdate all code references to current 2022 codes (e.g. Structural Wood Note #15).Sheet S-3Verify any construction interference at proposed diagonal brace and Hip/Ridge beam connection point. Ensure diagonal brace connection at ridge beam can occur.Justify support loading at new Hip Beam. Calculation provided shall include existing hip beam reaction load on new cantilever hip beam.Verify repeated Roof Framing Note for Typical Header Detail. Sheet S-5Detail 11 – Verify Simpson Post Cap on double ceiling beam.CalculationsCalculations shall be updated to current 2022 Code.Beam RB-3 design not found in calculation package. Please provide.Page 6 – Verify Cantilever length with plans. Length does not look to match.Page 6 – See Comment #12 regarding loading. Page 10 – Verify beam design results. No results are provided. (End of Comment)