HomeMy WebLinkAbout296208_3_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:
101113122
PROJECT ADDRESS:
2429 S Joane Way Unit# 2
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
12/13/2022
INITIAL REVIEW
12/28/2022
EXPIRATION
6/11/2023
RECHECKS:
1.1/27/2023
PROJECT APPLICANT CONTACT PERSON:
2.2/16/2023
Luis Ramirez
3.
TEL:
(714)679-1227
FAX:
VALUATION: $150,000.00
EMAIL:
luis_ramirez0517@yahoo.com
FLOOD ZONE: X-0602320259J
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 (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. These may be picked up at Building and Planning department at applicants’ discretion.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 2019 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.Verify Project Data square footage total noted to include existing and proposed. Provide new lot coverage in Project Data.Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet A-3Verify if existing bedroom converting to ADU attic area will be accessible from new ADU addition. If attic area is accessible to ADU, square footage should be applied to vent requirement. If is not accessible to ADU, bedroom will have individual attic space due to newly full height fire rated walls and may require own venting dependent on attic height of area per 2019 CRC. Sheet S-1Provide non-bearing wall connections at top and bottom. Ensure no load bearing occurs from framing above.PC #2: Current detail 13 and 14/S-D provided is load bearing. Provide non-load bearing condition (e.g. slip connection and gap) to ensure no load transferred to non-bearing wall. Verify if interior wall adjacent to ridge board is a load bearing wall. Coordinate with section X/A-2, section looks to show ceiling joist bearing atop wall. Provide design for load transfer to new floor framing. PC #2: Non-bearing cross section shows ceiling joist atop wall with blocking and angle clip. Similar to comment #6, ensure no load transferred to non-bearing walls or design as bearing walls. Provide ADU patio cover post and framing sizes and connections on plans. PC #2: Provide bottom connection for exterior posts, it is unclear how posts are supported. Or verify if post is supported to wall.PC #3: Provide reinforcing in new foundation and dowel into wall foundation. Ensure reinforcing requirements for Simpson CB44 is met.End of Comment)