HomeMy WebLinkAbout267137_1_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:
101104219
PROJECT ADDRESS:
1833 ½ S Parton St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/4/2020
INITIAL REVIEW
8/18/2020
EXPIRATION
1/31/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Amir Zargar
3.
TEL:
(310)995-1136
FAX:
VALUATION: $140,000.00
EMAIL:
amirjon@yahoo.com
FLOOD ZONE: X-0602320276J
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.
This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, and electrical work. Call 647-5800 for information.
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.
-Police Department approval on the corrected/final set of drawings (647-5840).
-Public Works Agency approval (647-5039).
- 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).* The City will not require a grading plan provided the following conditions are met:
Grading of less than 50 cubic yards in an isolated, self-contained area, provided there is no danger to the public, and that such grading will not adversely affect adjoining properties.
Site Drainage plan is provided on architectural drawing.
A licensed Civil Engineer certify the site drainage plan with his or her engineering stamp and signature on the plan.
Provide the following notes on plan:
Lots shall be graded to drain surface water away from the foundation wall. Where lot lines, walls, slopes or other physical barrier prohibit 6” of fall within 10feet, drains or swales shall be constructed to ensure drainage away from the structure.
The grade shall fall a minimum of 6” within the first 10 feet (5% slope).
Impervious surfaces within 10 feet of the building foundation shall be slope a minimum of 2% away from the building.
Please identify the new address “1833 ½ S Parton St, Santa Ana CA 92707” on the new accessory dwelling unit (ADU).Please ensure the correct address is updated throughout the construction document. For example, address on the title block of every sheet, title page on structural calculations.
Soils report is required where the floor area of the ADU exceeds 750 square feet. Provide 2 copies of soils report.
Provide energy design of this building. Revise sheet index to add new energy page.
Sheet T-1. Per energy design, indicate ___ kWh solar PV is required on the cover sheet.
Sheet T-1. List all under separate permit items on this sheet. (E.g. ___kWh solar PV system.)
Sheet GN-3. Update CALGreen requirements to 2019 version of the CALGreen Code.
Sheet A-2. Elevation C and elevation D. Revise elevation notes to show height of the bottom window opening, measured from the interior finish floor, not to exceed 44 inches maximum for egress windows.
Sheet A-2. Proposed floor plan 1. Revise note on the shower head that maximum water flow of the shower head is 1.8 gpm.
Sheet S-1. Shear wall schedule. Specify type, diameter, and spacing for sill plate anchor bolt to the concrete footing.
Sheet S-2. Specify drawing scale on plan and print roof framing and foundation plans to scale.
Sheet S-3. Detail 2. Specify minimum embedment depth of the sill plate anchor bolt.
Sheet S-3. Detail 9. Revise minimum concrete footing depth to 24” to match detail 1 and detail 2.
Sheet T-1. Under special inspection note, clarify whether special inspection is required and if it is required, where the special inspection statements are? There is no information provided on sheet S-1 as referenced.