HomeMy WebLinkAbout324456_3_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:
101122145
PROJECT ADDRESS:
2719 W Mar-Les Ln
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
1/14/2025
INITIAL REVIEW
1/23/2025
EXPIRATION
7/13/2025
RECHECKS:
1.2/12/2025
PROJECT APPLICANT CONTACT PERSON:
2.
Hung Le
3.
TEL:
(562)412-1818
FAX:
(562)868-2128
VALUATION:
EMAIL:
le_hung4946@yahoo.com
FLOOD ZONE: X-06059C0143J
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.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.DocumentationSubmitted documents shall be fully stapled/bound prior to approval.PC #2: Calculation package still unbound. Documents shall be fully bound with staples or rings. Truss drawings/calculations shall be stamped and signed by a licensed professional responsible for Truss design. These documents shall be reviewed and approved by the project EOR prior to plan check. If it is the same EOR stamping and signing for design as well as for review, it shall be noted next to the stamp. Submitted set is stamped and signed by the same engineer as the project, but no other stamp/signature provided so it is unclear if they the responsible party for the truss design. PC #2: Provided calculation package shall be reviewed and stamped by the EOR. Review stamp is acceptable, but shall be on the calculation packageCalculationsTruss A09 – Verify truss is designed with drag load as shown on drawings. Project EOR to review and ensure all trusses are loaded as required per design. Members labeled with “J”, “HR”, and “PB” are not found in calculation package. Ensure all Trusses are designed for and reviewed by EOR. Full review has not been completed and additional comments may occur. Truss design at various locations are unclear with shown shape and slope. For example, truss B15, designated as a girder truss on plan. It is unclear how perpendicular trusses will be supported atop this gable girder truss. PC #2: While B15 looks to be revised to meet the roofing layout per city comment, the EOR review and approval shall be completed to ensure all members meet required loading, slopes, and layout to prevent incorrect truss design. (End of Comment)