HomeMy WebLinkAbout286330_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:
101110067
PROJECT ADDRESS:
902 N Evonda St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/8/2022
INITIAL REVIEW
4/21/2022
EXPIRATION
4/8/2023
RECHECKS:
1.11/2/2022
PROJECT APPLICANT CONTACT PERSON:
2.
Christopher Ngo
3.
TEL:
(714)989-9813
FAX:
VALUATION: $80,000.00
EMAIL:
cngodesign@yahoo.com
FLOOD ZONE: X-LOMR
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 3corrected sets of plans.
Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees.
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.
- Police Department approval on the corrected/final set of drawings (647-5840).
- Public Works Agency approval (647-5039).
- School District Compliance Certificate; and a copy of the building permit application, signed by
the plan check engineer, shall be required by the School District to verify the scope of the work.
- Grading Permit. Application is made through the Building Safety Division (647-5800) and the
plan review is by the Public Works Agency (647-5039).
Provide 2 copies of geotechnical report for this construction.
Minimum window area shall be 8 % of the floor area and 50 % openable at the following room: (CRC R303.1)
Combined of the (N) family room, (E) kitchen and (E) bedroom. (437+308+28) * 0.08 = 62 sf. minimum glazing area is required.
PC2: Only 53 sf. (4080+3040+3030 window) provided <62 sf. Insufficient glazed window. Revise design.
(N) Laundry room. 68*0.08=5.5 sf. minimum glazing area is required.
PC2: Please provide more information showing provided galzed area on the new door on plan to verify 5.5 sf. minimum glazing area occurs.
Sheet 1.1. Provide clarification on note #17 to provide landing design.Revise plans to indicate that a landing, with a width not less than the width of door and length in the direction of travel of not less than 36 inches, will be provided on each side of doors. The elevation of landing shall not exceed 1 ½ inch difference than the threshold of the doorway (7 3/4 inch if door does not swing over the landing or steps) in each direction. (CRC R311.3.1)
PC2: Not resolved.
Sheet 1.2. Section note #3. Specify name of the product, manufacturer’s information and third party approval test report number (e.g. ICC, UL or IAPMO number) for asphalt shingle roof covering on plan. [2019 CRC R902].
PC2: Not resolved.
Sheet 1.3. Revise attic ventilation design (1/150 method). Required vent free area = 945 sf./150*144=907 in^2. However, plan provides only 464 in^2 (high)+ 195 in^2 (low) = 657 in^2.<907 in^2. Design does not work.
PC2: Plan provides 464+190+195=849 sf. <907 sf. Design is insufficient.
Submit and staple complete 2 copies of ELEVATION CERTIFICATE by a licensed civil engineer or surveyor. (only one copy and unstapled EC submitted which is not acceptable)
PC2: New elevation certificates are not submitted.
Note on plans: "A Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE shall be completed by a California Licensed Land Surveyor or California Registered Civil Engineer who is authorized to practice land surveying. The completed ELEVATION CERTIFICATE must be submitted to the Building Inspector at the time of foundation inspection, and a final certificate must be submitted at the time of final inspection."GREEN-response to each item in writing is requiredCover sheet. Revise Green Code note 1B. Flow rate of showerheads shall not exceed 1.8 (not 1.6) gallons per minutes at 80 psi.PC2: Plans are not revised.Cover sheet. Revise Green Code note 1C. Flow rate of the residential lavatory faucets shall not exceed 1.2 (not 1.5) gallons per minutes at 60 psi.PC2: Plans are not revised.ENERGY-response to each item in writing is requiredReviseEnergyPro design to use version 8.3 and resubmit energy compliance package on sheet T-24.Revise energy design. The design shows the entire conditioned floor (2721 sf.) space is existing which does not match the proposed room addition design. (1776 sf existing + 945 sf addition)The window area and orientation does not match floor plan. In addition, it models the existing window are high performance (U=0.28 and SHGC=0.22) may not be accurate as installed in the existing house. Please clarify.Show location of heating and cooling (if applicable per energy design) equipment on the plans. (CRC R303.8)Additional plan check comments may apply after updated energy design is submitted and reviewed.PC2: No response. Submit energy design and calculation on plan (T-24 sheet) to verify comments from #15 through #19.STRUCTURAL-response to each item in writing is required and only by the engineer in recordGeotechnical report is required.Geotechnical report recommendations are considered to be minimum standards. Structural calculations and drawings must meet or exceed said minimum standards. Show compliance with the following geotechnical report recommendations.PC2: The footing details and foundation plan have not met the soils report recommendation. Have the engineer review his/her foundation design to incorporate soils report recommendations including, but not limited to, footing depth, reinforcement, slab thickness, capillary break…into the foundation design.Have the consulting geotechnical engineer review and approve the foundation plans. (1803)PC2: Not done.The geotechnical report requires foundation excavations to be reviewed by a geotechnical engineer. Note on the foundation plan "Prior to requesting a Building Safety Division foundation inspection, the geotechnical engineer shall inspect and approve the foundation excavations." (1803)PC2: Not done. Please indicate where the notes can be found on plan.Sheet S.1. Provide connection detail at the 3.125”x13.5” flush beam supporting roof framing above. F/S.1 detail is not showing how the roof diaphragm installed and supported by the flush beam and does not provide shear transfer detail from the lower roof diaphragm to the collector (beam).PC2: Detail F/S.1. Provide shear wall specification in the note #6.Sheet 1.0. Detail G. Provide special inspection for post-installed concrete anchors.END OF COMMENTS