HomeMy WebLinkAbout294353_4_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:
101112522
PROJECT ADDRESS:
217 3/4 N Main St Unit# WCC01
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
N/A
OCCUPANCY CLASSIFICATION(S):
N/A
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/26/2022
INITIAL REVIEW
11/7/2022
EXPIRATION
4/24/2023
RECHECKS:
1.5/24/2023
PROJECT APPLICANT CONTACT PERSON:
2.6/14/2023
Ian Corner
3.
TEL:
(949)994-2096
FAX:
VALUATION: $25,000.00
EMAIL:
ian.corner@smartlinkgroup.com
FLOOD ZONE: X-0602320276J
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.
6. 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.DocumentationProposed 3’-0” screen increase shall be incorporated in drawing set and provided in project description. All proposed work shall be incorporated in submitted set; final review is not completed until all work is provided. PC #2: Please see additional comments below.Please verify if equipment area is on ground level or roof level as shown on Roof Plan. Make easily distinguishable.Please clarify locations of new RRU’s. Elevations identify new RRU’s in each sector, Project Description specifies new RRU’s on new FIF rack. Proposed Antenna layout shall specify new antenna/equipment to be added, as well as detailing for attachment. All proposed work shall be added to job description in application and will require planning review.Additional CommentsProvide calculations for existing roof framing supporting new FRP frame system.Specify new screen wall finish at replaced FRP frame walls and any connections to members.Sheet A-3 – Verify notes specify 3’-0” top extension atop existing FRP frames and coordinate with structural sheets. Structural is showing entire new FRP frame system.Sheet D-1 – Rack anchorage does not match calculations provided. Revise to match or revise calculations as needed.Sheet S7 – Please detail existing joist to sistered member connection for clarity. Ensure (4) and (5) sistered members are constructible.Sheet S7 – Detail 1 and 3 – Please verify new blocking size with sections.Calculation Page 70 of 107 – Justify deflection of failure of new sistered beam member.Calculation Page 102 of 107 – Justify deflection of failure of new sistered beam member.(End of Comment)