HomeMy WebLinkAbout268619_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:
101104733
PROJECT ADDRESS:
205 N Susan St Unit# 4 & #5
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
9/23/2020
INITIAL REVIEW
10/1/2020
EXPIRATION
3/22/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Andrew Do
3.
TEL:
(626)623-2822
FAX:
VALUATION: $130,000.00
EMAIL:
phongluudo@yahoo.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.General and Approval Requirement 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 3corrected sets of plans.
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.
- 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).
-Public Works Agency approval (647-5039).
- Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
- School District Compliance Certificate; and a copy of the building permit application, signed by
the plan check engineer, shall be required by the School District to verify the scope of the work.
-Grading Permit. Application is made through the Building Safety Division (647-5800) and the
plan review is by the Public Works Agency (647-5039).
Sheet T-1: Title Sheet
Please specify unit number for the existing and new dwelling units.
Scope of Work: please revise scope of work to specify new construction of two (2) detached accessory dwelling units, 800 square feet each (1600 square feet total).
Building Code: Please revise the abbreviation CBC for California Building Code, and specify 2019 California Residential Code (CRC).
Please provide the following information on the cover page:
Specify minimum photovoltaic (PV) in Kilowatt will be installed for each accessory dwelling unit. Coordinate with Title 24 calculation.
Note on plan: Photovoltaic system will be submitted under a separate submittal and shall be installed prior to building final inspection sign-off.
Sheet SP-1: Site Plan
Please label/identify Unit number on the plan.
Show surface drainage system away from the building wall foundation (5% minimum).
Sheet A-1: Floor Plan
Scope of Work: please revise scope of work to specify new construction of two (2) detached accessory dwelling units, 800 square feet each (1600 square feet total).
For clarity, please remove clouds and delta number.
Please provide/show whole-house vent.
Sheet A-2: Elevations and Sections
On the plan, please show finish grade line.
Sheet AD-1
Please clearly cross-reference details onto the plan.
Structural Comments
Detail 6/S3: Please specify roof rafter to ceiling joist (tie) lap connection (nailing).
Carport roof framing: Please provide ceiling beam to support the ridge/hip apex.
Hips are structural hips: Please provide calculation for the hips and provide hip support (at both ADU and carport structures).
Detail 18/S3: Please show/provide minimum 8” between grade and wood post.
Detail 1/S3: Please revise detail to provide minimum 24” deep footing, per soil report.
Carport slab – please provide minimum 6” thick concrete, per soil report.
Sheet S1: Please specify concrete strength,fc’ = 4500 psi, per soil report.
Please submit foundation plan and details to the geotechnical engineer of record for review and approval for general compliance with the soil report recommendation.