HomeMy WebLinkAbout293403_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:
101112231-32
PROJECT ADDRESS:
4717 W Henderson Pl
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
10/3/2022
INITIAL REVIEW
11/3/2022
EXPIRATION
4/1/2023
RECHECKS:
1.7/11/2023
PROJECT APPLICANT CONTACT PERSON:
2.
Leon Tran
3.
TEL:
(714)418-6604
FAX:
VALUATION: $60,000.00
EMAIL:
Trandesign7@gmail.com
FLOOD ZONE: A-0602320256J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 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:
☒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. These may be picked up at Building and Planning department at applicants’ discretion.Documentation
CalGreen Plan Review Comments:
Plumbing fixtures flow rate limitation
Water closet – 1.28 gallon per flush
Shower head – 1.8 gallons per minute at 80 psi.
Lavatory faucets – 1.2 gallon per minute at 60 psi.
Kitchen faucet – 1.8 gallon per minute at 60 psi.Add provided Elevation Certificate and LOMA in drawing set. Final drawing set is to be signed by licensed engineer.Ensure Unit #2 address is also added to resubmittal title block address on every sheet. DrawingsSheet A1
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 2019 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.Add note on the coversheet: Photovoltaic system will be submitted under a separate permit and shall be issued prior to building frame inspection request.Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Please contact Planning division regarding outside tankless water heater requirements. They may be contacted at 714-647-5804.1-hour fire rated wall and underside of eaves required along north and east walls of new ADU. Specify on plans where required and reference appropriate details. This may be done on Site Plan or Floor Plan.PC #2: For walls requiring 1-hour fire rated system, rated system must be provided on both exterior and interior side of wall. Detail references do not specify rated system on interior side. Rated system must extend from foundation to bottom of roof sheathing.Sheet A2
Attic access and Ventilations –
☒For an FAU located in the attic, provide a minimum access of 22 x 30 inches, a 24-inch wide walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace and switched by the opening. (CMC 904.11 & 305)Verify Attic calculations provided, it is calculated to have (4) 24”diameter vents, specify where these are located on elevations. Sheet A3Specify if existing or new doors in door schedule. Sheet A4Provide new slab on grade Finish Floor elevation, elevation to match grading plan and provided elevation certificate.Provide new conc landing outside ADU entrance. Provide dimensions, slope, elevation changes, etc…Update Codes to current code year in all references (e.g. Note #5) Typ all sheets. Sheet A4.1Make (N) & (E) foundation easily distinguishable between the two on foundation plans. Sheet A5Provide non-bearing wall top slip connection detail.Sheet A5.1Provide non-bearing wall top slip connection detail.Provide strap between (E) and (N) walls.Show (E) ceiling framing being supported by new 4x12 beam on plans.PC #2: Comment not addressed, existing ceiling framing not shown on plans.Sheet SD1Detail 7, 8, 21, etc – Verify wall and ceiling insulation shown with T24, typical all details specifying insulation.Detail 21 – Coordinate ceiling joist connection with detail 7.CalculationsProvide calculations for existing house addition.Verify where isolated footing occurs for provided footing calculation.Please justify lateral wind loads on all shear walls. Loading is shown to be the same for all shear walls and does not look to incorporate full wall length tributary to shear walls. Revise lateral system and holdown as needed.(End of Comment)