HomeMy WebLinkAbout312571_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:
101118266
PROJECT ADDRESS:
1334 S Marine St
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
2/13/2024
INITIAL REVIEW
2/18/2024
EXPIRATION
8/11/2024
RECHECKS:
1.3/12/2024
PROJECT APPLICANT CONTACT PERSON:
2.
Benito Corona
3.
TEL:
(714)371-7176
FAX:
(914)339-8869
VALUATION: $150,000.00
EMAIL:
bcndesigner@sbcglobal.net
FLOOD ZONE: X-0602320257J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2022 California Residential Code (CRC); 2022 California Building Code (CBC); CMC = 2022 California Mechanical Code; CPC = 2022 California Plumbing Code; CEC = 2022 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 applicant shall obtain clearances/approvals for the following, prior to building permit issuance (CHECKED BOXES REQUIRED ONLY):
☒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. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DrawingsSheet A-1Revise Occupancy Type to R-3 Occupancy.
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Cricket noted on Roof Plan per structural is not found on structural sheets. Coordinate with structural, cricket information shall be provided.Provide existing roof vent locations on Roof Plan. Ensure no existing vent is lost with additional square footage/ California framing.Sheet A-2Verify adequate natural lighting within existing Family room and Living Room with new addition and less openings. Else specify existing lighting in Family Room and Living Room.Sheet S-1Detail 6 – Dowel new underpinned footing to existing. Sheet S-2Provide interior non-bearing wall top connection detail. Ensure top connection is fully non-load bearing.PC #2: Detail 11B provided is load bearing, revise detail for non-load bearing connection in both parallel and perpendicular directions.Detail reference 2A is not provided, please provide.Detail reference 2B is not provided, please provide.Provide drag to justify calculated tributary loading onto wall between garage and existing (Line C via calculations). See comments on calculations. PC #2: Provide detail for drag connection to shear wall, ensure adequate drag transfer.All tributary area loading used in new shear walls shall be shown in Roof Plan/Foundation Plan. Existing framing shall be shown on plans. For example, Line B in calculations specify Area 3 and Area 4, these areas shall be shown in drawings and not cut off.PC #2: Comment not addressed, roof framing and foundation plan shall incorporate entire structure due to change in existing lateral tributary area as well as new shear walls supporting existing area. CalculationsPage 20 – Justify area 4 square footage on Line B. Existing shearwall shall be noted on plans justifying square footage. Page 20 – Justify Area 2 for Line 2.Page 20 – Existing lateral systems supporting new additional loading shall be justified to be adequate in calculations. (e.g. Line 5)(End of Comment)