HomeMy WebLinkAbout286141_1_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:
101110001
PROJECT ADDRESS:
2102 N Pacific Ave
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
5/10/2022
INITIAL REVIEW
5/26/2022
EXPIRATION
11/6/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Rosa Velasco
3.
TEL:
(714)604-5277
FAX:
VALUATION: $100,000.00
EMAIL:
info@getstructural.com
FLOOD ZONE: X-0602320144J
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.
5. 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.DocumentationProvide window and door schedule. Callout sizes and types of openings and if new or existing.Title 24 provided to cover both ADU and added second floor for single submittal.DrawingsSheet A0-01
Provide the following design data on the first sheet (R106.1.1)
☐Occupancy groups (R-3/U)
☐Type of construction (V-B)
☐Automatic Fire Sprinkler (YES or NO)
☒Number of stories for each individual portion.
☒Flood Zone: X
☐Flood Zone: A
☐Flood Zone: AE
☐Floor area per occupancy group, including the existing structure(s)
☐Construction shall comply with the 2019 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.Provide detailed scope of work, including conversion and new second story. Second story is not to be a separate submittal, please remove note and add to scope of work.Provide square footage for existing and new work.Sheet A1-05Provide hood/exhaust (100CFM min) at new kitchen range.Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet A1-06Provide Smoke Detector and Carbon Monoxide alarm outside Bedroom 3. Sheet AD-03Detail 5 – Provide calculation for guardrail system and structural details for connections.Sheet S1Verify FJ callout below stairs. Sheet S2Verify if beam 7 is intended to be cantilevered past post as shown. Revise calculation to account for any guardrail loading as needed. Verify if 4x12 beam near top of stairs is intended to be stair support. Provide double stair support on plan as per detail 26/SD3 and provide calculations.Sheet S3Verify detail 12C/SD2 reference at shearwall along Grid 5. Provide post below as needed.Shearwall along grid 2 is designed with Type C per calculations. Please revise to match calculations. Sheet SD1Detail 11 – Verify grout dimensions for underpinned holdown including edge distances and depth.Detail 12 – Provide footing embed depth from lowest adjacent grade. Sheet SD4Provide note 9.CalculationsF.B. #5 – Seismic loading from shearwall above shall be increased by overstrength factor. This is typical for all beams supporting discontinuous shear walls. (End of Comment)