HomeMy WebLinkAbout294509_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:
101112562
PROJECT ADDRESS:
5321 W Henderson Pl
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
11/1/2022
INITIAL REVIEW
12/1/2022
EXPIRATION
4/30/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
David Nguyen
3.
TEL:
(714)251-2338
FAX:
VALUATION: $150,000.00
EMAIL:
davidkhanhnguyen@gmail.com
FLOOD ZONE: A-0602320252J
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
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 all sheets in set to Sheet Index, ensure sheet index is accurate. 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-2Provide U-Factor and SHGC to window schedule, values to match T24.Provide new attic access dimensions on plans (22”x30” minimum with 30” minimum head room)Sheet A-3Coordinate new slab on grade in Section A-A with structural, info does not match.Provide a carbon monoxide alarm outside new bedrooms in direct vicinity. Sheet SNProvide on the plans, structural material notes (ex. Lumber species & grade, glu-lam beams, concrete (fc’ = ___ psi (min)), steel reinforcement, special inspection requirements, etc.))Ensure all code references refer to current code (e.g. General Spec Note #9)Sheet S1Provide detail where adjacent beams share post and cap (e.g. Grid 2, Beam #1 & 2)Provide drag from new foyer wall into new framing or verify load path to lateral system. Provide minimum area of steel in new foundations per ACI 318-14.Provide dowel or dowel spacing between new foyer slab on grade and existing garage. Sheet SDDetail 3 – Verify insulation shown in detail with T24.Detail 3 – Verify fire separation shown in detail with site plans. If wall is 4’-0” from property line, provide detailing for wall fire rated system on interior side. Detail 15 – Verify if existing beam at bottom of new wall specified in detail is new or existing. (End of Comment)