HomeMy WebLinkAbout305340_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:
101116089
PROJECT ADDRESS:
3201 S Maddock 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-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/3/2023
INITIAL REVIEW
8/13/2023
EXPIRATION
1/30/2024
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Alan Gomez
3.
TEL:
(714)365-9960
FAX:
VALUATION: $60,000.00
EMAIL:
yordis_6540@yahoo.com
FLOOD ZONE: X-0602320259J
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.
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 A-1
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.
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Show drainage slope around all sides of addition on Site Plan.Sheet A-4Roof Projection spanning within 5’-0” from property line requires 1-hour fire rated underside or code approved alternative. Specify on plans where required and provided detail of proposed system.Verify projection dimension at new roof over existing where wall offset occurs. Roof projection shall not span within 2’-0” from property line.Verify Note 1 at new patio cover slab on grade on Section A.Sheet T-24.2T24 compliance form Documentation Author’s Declaration Statement and Responsible Person’s Declaration Statement shall be filled out and signed. Sheet S-2Provide details and references for interior non-bearing walls at roof framing and 2nd floor framing.Clarify note above (E) Open to below specifying new roof rafter down to 1st floor. It should be clear where new roof rafter occurs at existing.Verify elevation reference 19/S3 at HFX on 2nd Floor Framing Plan. Provide detail for wall to beam above 6x10 floor beams at 2nd Floor Framing Plan.Sheet S-3Detail 12 – It is recommended to have epoxy doweling at side of existing concrete and not on underside.Sheet HFX1 and HFX2Sheets shall be stamped and signed by licensed engineer.CalculationsProvide calculation for Hardy Frame foundation specified on drawings.(End of Comment)