HomeMy WebLinkAbout286887_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:
101110234
PROJECT ADDRESS:
1330 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, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/27/2022
INITIAL REVIEW
5/16/2022
EXPIRATION
10/24/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Tam Vo
3.
TEL:
(714)299-4770
FAX:
VALUATION: $100,000.00
EMAIL:
tam@nrigroup.net
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.
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-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.
☐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 sheets S.01 and SD3 listed in Sheet Index.Additional Recheck #1 Comment:1. Setback to property line is now shown as 4’-9 ½”. Wall and underside of eave adjacent to Property Line is required to have 1-hour fire rated system. Provide detail reference on plan and distinguish wall to be 1-hour rated.Sheet A-04T24 items and notes provided on left side are not legible, please revise.
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet A-04.1Add sheet A-04.1 to sheet index.Elevations 2, 4, 6, and 5 are not legible, please revise. Sheet A-05For an FAU located in the attic, provide a minimum access of 22 x 30 inches, a 24-inch wide walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace and switched by the opening. (CMC 904.11 & 305)Sheet A-07Details provided on left side of sheet is illegible, please revise. Sheet S1Provide dimensions to all interior foundation. Slab on grade to be atop 15mil barrier min per soils report recommendation.Specify headers at all required locations.Verify drag at longitudinal sides to shearwall at one side. Provide strap as needed. Sheet T24.1EnergyPro 8.3 to be used for certification. CalculationsJustify repetitive factor used in non-repetitive beams and headers.(End of Comment)