HomeMy WebLinkAbout287106_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:
101110292
PROJECT ADDRESS:
521 N Bewley St 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
5/3/2022
INITIAL REVIEW
5/20/2022
EXPIRATION
10/30/2022
RECHECKS:
1.8/8/2022
PROJECT APPLICANT CONTACT PERSON:
2.
Anh Phan
3.
TEL:
(714)487-7926
FAX:
VALUATION: $90,000.00
EMAIL:
anhtuanxd04@gmail.com
FLOOD ZONE: X-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.DocumentationComplete the Grading exemption checklist and reproduced onto the plan.If answering “NO” to any of the questions, a grading plan and a grading permit shall be required.DrawingsSheet A1
Provide the following design data on the first sheet (R106.1.1)
☐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.Provide site drainage and flow direction around new ADU on site plan, else provide drainage plans.Sheet A21-HR fire rating required at walls and underside of eaves along sides 4’-0” from property line. Please provide callout on plan and details.
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet S1Verify what new roof rafters are spanning to on plan where dark hash line occurs. If roof rafters are interrupted, please provide detail.Specify gap between existing garage and new ADU on plan and shown in detail 10/SD2. Verify if gap is adequate for new ADU deflection and required seismic separation. Specify if any finish to occur on side of ADU or if existing finish on garage to be demo’ed. PC #2: If existing garage and new structure are not seismically independent, provide existing lateral force resisting system at garage wall adjacent to new ADU wall at Grid 1 else design new shear wall and drag to support existing garage tributary mass and provide shear transfer from existing to new. Provide revised calculations as needed. Show existing or new roof framing/ceiling in existing garage.Sheet SD1Reference on plan or remove details not applicable to project (e.g. 8 and 9/SD1) (End of Comment)