HomeMy WebLinkAbout284218_6_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:
101109438
PROJECT ADDRESS:
3118 S Diamond 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
2/11/2022
INITIAL REVIEW
3/2/2022
EXPIRATION
8/10/2022
RECHECKS:
1.3/9/2023
PROJECT APPLICANT CONTACT PERSON:
2.
Rana Mohiuddin
3.
TEL:
(714)454-5937
FAX:
VALUATION: $25,000.00
EMAIL:
ranamonis@gmail.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.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2019California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review.Comments
☒1. 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.DrawingsSheet A-1.0Verify square footage shown in (N) ADU. Number does not match Square footage on title sheet and application. Ensure correct square footage.Sheet A-1.1Verify square footage shown in (N) ADU. Number does not match Square footage on title sheet and application. Ensure correct square footage.Sheet A-2.0Clear text interference at ADU Great Room and text at new gas range.Sheet A-3.0Specify gyp board to be “Type X” gyp board at 5/8” gyp board noted in Wall Assembly Between House and ADU detail. Sheet A-4.0Specify on plans and elevations that ADU attic space shall be non-inhabitable. This should be clearly noted on all locations showing attic information including plans and elevations. If attic space is intended to be habitable, ensure all CRC requirements are met for habitable space. Sheet GNWood Note #2 is unclear, please revise to make member types and grade construction clear.Sheet S1Holdown along Grid B does not match calculations, designed as HDU5. Revise to match or revise calculations.Justify holdown sizes for 4’-0” shearwall along Grid B. Shearwall is not designed in calculations along this wall. Use stronger holdown if required.Shearwall type for Shearwall along Grid 1 does not match calculations. Calculations design as Shearwall Type 2.Provide calculation design for shearwall along shared House/ADU wall. It is recommended to design wall to support existing house and new ADU tributary mass and not rely on existing stucco left between walls. Architect notes to leave 7/8” plaster for fire rating requirement. Verify new shearwall atop plaster is adequate. Else coordinate with architectural set for fire rated wall system (currently shows 5/8” type x gyp to be on both sides).Sheet SD2Detail 16 – Foundation dimension text at weep screed is illegible. Please fix text size.CalculationsPage 6 – Roof slope does not match slope provided in drawings. Revise calculation to match.Page 11 – Roof Rafter length should incorporate slope for actual length. DCR is close to overstressed.(End of Comment)