HomeMy WebLinkAbout298136_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:
101113780
PROJECT ADDRESS:
2045 S Main 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-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
2/7/2023
INITIAL REVIEW
4/12/2023
EXPIRATION
8/6/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Alferedo Adame
3.
TEL:
(714)235-1181
FAX:
(877)561-9772
VALUATION: $12,000.00
EMAIL:
alfredoad1338@gmail.com
FLOOD ZONE: X-0602320276J
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.
5. 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-1Add structural sheets to Sheet Index.Address shall specify S. Main Street.Provide new lumber grade in notes, actual grading not found in drawings.Sheet A-1.1Provide interior floor plan to identify location of most remote point. This point shall be no further than 75’ to the bottom of the stairs. Provide dimensions on plan.Sheet A-2East Elevation – Verify if specified 1 ¾” x ¼” sq tubes @ 4” OC noted are guard rail posts per structural. If these are not guardrail posts, specify guardrail post sizes and spacing, or specify intermediate member size and space for handrail.Intermediate post and foundation shown is not provided in structural. Please coordinate with structural to match.New tread step dimensions are not legible, please fix.Coordinate new foundation at top of stair post information shown. Structural design does not match. (e.g. foundation reinforcing)Provide epoxy type and ICC # at top stair post foundation.Provide guardrail member sizes and spacing at stair handrail. Coordinate with structural for design.2” SQ tube does not meet code maximum for handrail. Provide new handrail sizing to meet 2022 CRC. Handrail shall not be more than 38” high, provide height of stair handrails and ensure dimensions met. Else provide side handrail and detailing for connections.Handrail shall be continuous throughout entire span of stairs. 1’-0” extension at bottom of stairs must be continuous with entire handrail and not a separate piece. Coordinate new pad footing information at bottom of stairs with structural. Information does not match structural.Sheet S-1Coordinate pad foundation design with architectural sheets. Information does not match, please revise to match as needed.Detail 3 – Provide lateral design for new stair to post. Justify adequate shear transfer to existing if intended, else design as cantilevered post system.Detail 5 – Provide calculation for new guardrail design. Coordinate with A sheets where occurs, it is not shown on any plans or elevations.CalculationsProvide design input for all member design including design loads and sizes. Only output has been provided.(End of Comment)