HomeMy WebLinkAbout283598_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:
101109269
PROJECT ADDRESS:
514 S Garnsey St Unit# 2
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
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/27/2022
INITIAL REVIEW
2/3/2022
EXPIRATION
7/26/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Sam Parsi
3.
TEL:
(949)486-9392
FAX:
VALUATION: $40,000.00
EMAIL:
Domusplans@gmail.com
FLOOD ZONE: X-0602320257J
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 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).
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.
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.DocumentationNo CommentsDrawingsSheet C.1Revise construction type to VB.Add Flood Zone to project description.Correct Sheet Index to match set.Please provide detailed description of scope of work for ADU conversion (e.g. what is included in the conversion and being replaced)Sheet A.1Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Provide new door and window schedule on plans.Provide details for top and bottom connection of new interior walls.Clarify if new or existing room types on Proposed Floor Plan.Provide moisture barrier information at (E) garage converted to habitable space. Existing/new wall portion adjacent to property line on south side requires 1-hour fire rating. Provide detail showing fire rated wall information.Revise Existing & Demolition Floor Plan title shown roof slope.Sheet A-5Verify if roofing details called out on elevations are new or existing. If existing, please specify existing on drawings.Eave projection not allowed along wall adjacent to property line at south side. Revise Proposed Front Elevation as needed.Sheet S-1Site Class of D – Default shall be used for seismic design load. Revise notes and Sds as required.Sheet S-2Add North Arrow on planNote on foundation plan to Verify in field (E) footing is present at (E) garage door opening, else provide new footing. New footing details may be required.All new foundation must be doweled into existing foundation with epoxy. Please provide detail at new foundation to existing.Provide (E) Ceiling joist on plan.Provide new shear wall lengths on plan.Verify detail 7/SD1 called out on plan, should this be 4/SD1?4x6 header does not match calculations, please revise drawings to match.Provide framing size for new beam between existing exterior wall and new interior wall.Verify (E) roof rafters meet at new interior wall and not ridge. Sheet SD-1Detail 1 – (2) #4 bars top and bottom of new footings minimum.Detail 1 – New footings to be embedded 18” minimum below lowest adjacent grade.Detail 2 – Show minimum embed for concrete screw per ICC or identify if length called out is embed in concrete and not total length to prevent confusion.Detail 5 – Show and call out sheathing nailing for diaphragm transfer.CalculationsBeam B-4 is shown as 6x8 on sheet 2, please verify intended member size and revise drawings to match calc as needed. ASCE Seismic Base Shear site class shall be D-Default if no soils report is provided (Fa = 1.2 min). Revise seismic design categories on calculations and drawings.ASCE Seismic Base shear for risk category 3 provided, please verify where this is intended to be used in design or omit.(End of Comment)