HomeMy WebLinkAbout291176_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:
101111533
PROJECT ADDRESS:
2029 W Meriday Ln 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, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/4/2022
INITIAL REVIEW
8/17/2022
EXPIRATION
1/31/2023
RECHECKS:
1.12/8/2022
PROJECT APPLICANT CONTACT PERSON:
2.
Ricardo Maciel
3.
TEL:
(310)713-9350
FAX:
VALUATION: $100,000.00
EMAIL:
team@ultimatedraftingpro.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.DrawingsSheet A-1.0
Provide the following design data on the first sheet (R106.1.1)
☐Sheet Index
☐Occupancy groups (R-3/U)
☐Type of construction (V-B)
☐Automatic Fire Sprinkler (YES or NO)
☐Number of stories.
☒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.Add structural sheets to Sheet Index.Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Add note on the coversheet: Photovoltaic system will be submitted under a separate permit and shall be issued prior to building frame inspection request.Sheet A-2.1Underside of eave projecting within 5’-0” of property line requires 1-hour fire rating. Specify on plan where required and provide detail for proposed system. Verify attic access shown on plan with vaulted ceilings.PC #2: Attic access has been removed, however, per Structural responses, there is ceiling joist and attic space in area. Please coordinate with structural and provide a ceiling plan with proposed ceiling area, ceiling height, attic access, and framing as intended.Sheet A-3.0Provide roofing CRRC# per T24.Specify Radiant Barrier at sheathing per T24.Sheet S-2.2Verify CJ called out on framing plan. Single CJ to occur?PC #2: Please see comment #6 and coordinate with architectural drawings. Verify 4x8 beam shown on plan, is this a drop beam? Coordinate with arch to show where required.CalculationsNon-orthogonal shear walls, holdowns, and foundations shall be designed with 100% loading in one direction plus 30% loading in the perpendicular direction. (ASCE 7-16 Section 12.5.3.1)Additional CommentsSite address on drawings title block shall be the ADU Address (Unit #2), please revise all sheets to ADU address. (End of Comment)