HomeMy WebLinkAbout283963_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:
101109359
PROJECT ADDRESS:
1213 S Karen Ave 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
2/8/2022
INITIAL REVIEW
2/23/2022
EXPIRATION
8/7/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Ahn Phan
3.
TEL:
(714)487-7926
FAX:
VALUATION: $50,000.00
EMAIL:
anhtuanxd04@gmail.com
FLOOD ZONE: X-0602320256J
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).
☐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 A1Provide Flood Zone: X on project information.Add note on the coversheet: Photovoltaic system will be submitted under a separate permit and shall be issued prior to building frame inspection request.Add drainage and flow direction on site plan around new ADU.Verify location of minisplit condenser called out on site plan.Sheet A2Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.ADU Wall 3’-5” from property line requires 1-hour fire rating. Please provide detail identifying fire rating material to be used outside and inside. Fire rated material shall span from top of footing or flooring to roof sheathing.ADU Eave Projection at wall 3’-5” from property line requires 1-hour fire rating at underside of eave. Please provide detail identifying fire rating material to be used.Please provide minimum 36” clear access throughout the building (hallway) outside ADU bathroom. (R311.6)For an FAU located in the attic, provide a minimum access of 22 x 30 inches, a 24-inch wide minimum walkway, a 30-inch deep minimum work platform, and electric light outlet adjacent to the furnace and switch by the opening. (CMC 904.11 & 305)Sheet A3Provide framing and details for extended roof kicker support.Sheet S1Dead Load provided in notes does not match calculations. Revise to match calculations or revise calculations as required.Justify Alternative Structural Method may be applied for this work, else design per ELF.Provide calculations for all LFRS shown on plans.Provide calculation for single worst case wood header at bearing walls.Shearwall symbol along south side of building is illegible. Please clear.Show extent of new wall to use 8/SD1 on plan.4x10 ceiling beam does not match calculations. Revise to match calculations, see additional comments on calculations.Provide ridge beam end support and detail at wall between existing and new.Add hexagon symbols on legend and identify if used for calculation purpose only.Provide 2-2x10 Hip Beam detail showing attachment.Verify ridgeboard extension line, clear up extra lines as needed. Such as linework adjacent to Beam 2 Ceiling Beam.Sheet SD1Detail 2 – Provide ICC ESR # for all post installed anchors.Detail 3 – Verify #7 note callout, should this be #6?Detail 5 – Verify provided ICC is currently compliant and for correct material. Unable to find current ESR 1772 for concrete anchorage.Detail 6 – Provide shot pin information.Detail 7 – Verify ceiling joists direction and blocking shown in perpendicular condition. Detail 8 – Specify blocking under existing header shown in detail.Detail 14 – A35 at bottom of KP is longer than KP and Ceiling Beam designed. Verify connection is adequately constructible to achieve required nailing.CalculationsSheet 11 of 13 – BM 2: DF #1 used in calculations, Lumber notes on sheet S0 specify beams up to 4x12 to be DF #2. Revise design or notes accordingly.Sheet 12 of 13 – BM 5: Size does not match drawings, coordinate with drawings and revise as needed. DF #1 used in calculations, Lumber notes on sheet S0 specify beams up to 4x12 to be DF #2. Revise design or notes accordingly.(End of Comment)