HomeMy WebLinkAbout304721_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:
101115889
PROJECT ADDRESS:
3706 S Ross 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
7/20/2023
INITIAL REVIEW
7/23/2023
EXPIRATION
1/16/2024
RECHECKS:
1.10/16/2023
PROJECT APPLICANT CONTACT PERSON:
2.
Blas Prado
3.
TEL:
(951)223-1239
FAX:
VALUATION: $25,000.00
EMAIL:
pradoblas@aol.com
FLOOD ZONE: X-0602320278J
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.DocumentationDrafter/designer to provide signature in Title Block on every page of set. DrawingsSheet C1Add Sheet D.1 to Sheet Index.
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.Sheet A1.0Specify intent of line hatch found on plan. (e.g. bedroom 3 and 4 near doors). It is unclear what this hatch is representing. Sheet A1.1Specify intent of line hatch found on plan. (e.g. hallway between bedrooms and loft). It is unclear what this hatch is representing. Sheet A1.2Verify Section References A/A1.6, B/A1.6, and C/A1.6. References do not match sections on sheet. Show water closet dimensions in all bathrooms and powder rooms. Ensure 30-inch clear width in closet compartment and 24-inch clear to front of water closet. Provide framing and details for new ceiling intended in new 8’-0” ceiling Powder Room.PC #2: No ceiling framing found on Structural sheets. If there are existing ceiling joists and no new ceiling joist are to be installed, structural shall show existing on framing plans. Else specify new sizes and spacing.Provide new non-bearing wall details for top and bottom connections. Ensure top connection has no bearing from framing above.Sheet A1.3Verify Section References A/A1.6, B/A1.6, and C/A1.6. References do not match sections on sheet. Show water closet dimensions in all bathrooms and powder rooms. Ensure 30-inch clear width in closet compartment and 24-inch clear to front of water closet. Provide framing and details for new ceiling intended in new 8’-0” ceiling.Verify if new ceiling to occur in Bath 3.Provide new non-bearing wall details for top and bottom connections. Ensure top connection has no bearing from framing above.Sheet A1.4Specify First Floor and Second Floor plans for clarity.Specify range hood/exhaust at new kitchen range location. (100 CFM min)Specify Smoke Detector in Bedroom 2.Provide carbon monoxide alarm in vicinity directly outside Bedroom 3 door in Loft.Sheet A1.6Front Elevation – Fix full BldgHt dimension. Dimension is not clearly shown. Sheet A1.10Section A and B – Fix full BldgHt dimension. Dimension is not clearly shown. Additional CommentsSheet A1.4Specify Smoke Alarm outside bedrooms where Carbon Monoxide Alarm specified. Sheet S-1Please darken text for clarity, text found on sheet is illegible. (e.g. Post size/holdown, shear wall lengths and types, etc…)HDU11 in SW-A not provided in holdown schedule in detail. Please provide.Sheet S-2Show existing floor joist around new BM3 as well as any framing being supported. Justify calculation loading if existing wall was a bearing wall, trib width used in design is only 3’-0”. Sheet S-3Provide detail for new (2) RR at ridge connection and any strap.Verify new (2) RR end supports, line on drawing spans 8’-0” from wall, but it is unclear what supports roof rafter ends. Sheet SD-1Please darken text for clarity, text notes are hard to read. Type all details on sheets.Sheet SD-2Please darken text for clarity, text notes are hard to read. Type all details on sheets.Sheet SD-3Detail 1 – Screws from Simpson A35 to roof sheathing shall follow Simpson tested anchors in tested catalog, else provide design justifying screws called out.Detail 1 – Specify ½” thick min existing roof sheathing per Simpson A35 attachment to sheathing requirement. (End of Comment)