HomeMy WebLinkAbout295666_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:
101112946
PROJECT ADDRESS:
712 N Morse Dr
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
12/2/2022
INITIAL REVIEW
12/15/2022
EXPIRATION
5/31/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Toby Nguyen
3.
TEL:
(714)251-2490
FAX:
VALUATION: $80,000.00
EMAIL:
toby.midway@gmail.com
FLOOD ZONE: A-0602320143J
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.DocumentationPlease provide base flood elevation determination in hydrology report that correlates with the base flood elevation provided in the Elevation Certificate.Provide final Elevation Certificate in drawing set on full size sheets.DrawingsSheet CSAdd sheets A2.1, S3.1, A5, and S2 to Sheet Index. Sheet A1Show existing garage to be demoed in Existing Floor Plan/ Demo PlanPlease specify where 1-hour fire rated projection is required on Site Plan and reference detail as needed for projections within 5’-0” of property line.Please provide LAG, HAG and FF elevation of new ADU on Site Plan for clarity. Ensure these match Submitted Grading Plans and Elevation Certificate. Sheet A2New windows in ADU Bedrooms shall have 24” clear height dimension for egresst is recommended to provide 4’-6” minimum height to ensure clearance is met, otherwise provide specific window spec ensuring clear height is met for egress window. New building, or addition more than 1000 sq.ft. – Provide Whole house ventilation. Provide calculations for required ventilation vs proposed.Sheet A2.1Attached garage – For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit (40 amp). On the plan, please show compliance with Section 4.106.4.1.Sheet A3Cross Section A – Verify attic insulation with T24, revise as needed.Sheet A4Coordinate with Structural if new ceiling joist present in new attached garage. Structural currently has designed for ceiling joists. Sheet S.0Provide Geotechnical information in Soil Notes including company information, report number, date, and any values used.Per soils report, Type V cement and 4000psi concrete is recommended, please coordinate with soils engineer for proposed values.Sheet S1Slab on grade shall be atop 15mil vapor barrier minimum per soil report.Sheet S2Slab on grade shall be atop 15mil vapor barrier minimum per soil report.Add strap between new garage and existing house along Grid A/2.Coordinate with Architectural if new ceiling joist present in new attached garage. Current section does not show new ceiling joist. Revise framing design as needed including Ridge Beam. Sheet SD2Detail 3 – Verify where shearwall sheathing above ceiling joist beam type is located on plan per Note 8.(End of Comment)