HomeMy WebLinkAbout318866_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:
101120304
PROJECT ADDRESS:
1538 W Occidental St
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/6/2024
INITIAL REVIEW
8/7/2024
EXPIRATION
2/2/2025
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Thomas Aldana
3.
TEL:
(714)412-5612
FAX:
VALUATION: $30,000.00
EMAIL:
tomaldana@gmail.com
FLOOD ZONE: X-0602320257J
Per conversation with the applicant, date 8/27. The resubmittal package is an incomplete set for review. Please refer to the original submitted drawings and the list below for the reviewed comments. The submitted package shall include construction details demonstrating the proper load paths (gravity loads and lateral loads) for the new garage roof framing and the breezeway to the existing buildings. The submitted package shall also include the structural calculation justification. Further review is required.
Please note, if the comments are not completely addressed/resolved after the third review, additional plan check fee will be required/charged on an hourly rate basis
GUIDELINES:
Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies
This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2022 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES)
The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws
All listed plan review comments must be adequately addressed before a building permit can be issued
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.
Applicant shall obtain clearance/approvals from following departments after obtaining approval from Building and Safety Division, 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.
☐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).
☐Public Works Agency approval (647-5039).
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐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.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).
Applicant must pick up red marked sheet from the City prior to resubmittal and return the marked up set with resubmittal
PLAN REVIEW COMMENTS:
Provide construction detail for eaves projection – Provide one-hour protection on the underside of eave when eaves projected into the 5-ft of fire separation distance. No projection beyond 2-ft of the fire separation distance. (CRC Table R302.1(1))
[Comment not resolve – provide detail for how stucco is being apply to sloped eave & (E) wall]
Provide construction detail for
Ceiling joist connect to roof rafter and exterior wall where joists are perpendicular to exterior wall
[Comment not resolve – see 3rd plan review comment below for additional comments]
Ceiling joists and roof rafters are parallel to exterior wall
[Comment not resolve – see 3rd plan review comment below for additional comments]
California framing detail – are the intermediate kicker going to provide for roof rafter support? If not, delete from detail. If so, provide
Full detail include how the bottom of kicker support and connection.
[Comment resolve]
Provide schedule per detail note for review
[Comment resolve]
Ridge support detail –
Provide construction detail for how (E) framing wall receiving (N) ridge, including connection
[Comment not resolve – see 3rd plan review comment below for additional comments]
Is there a new framing member under the framed wall? Provide framing size on plan
[Comment not resolve – see 3rd plan review comment below for additional comments]
Red marked comment set is available to pick-up at the City Hall.
3rdPLAN REVIEW COMMENTS (8/29/2024):Please remove plan review comments and response, photos off from the construction document. All plan, details on construction document shall be properly detail and referenced. Attach photo without property identify the connector, framing size, does not align with industry standardSheet S1Provide building section. In the section detail shall identify the attic access where attic areas that have a vertical height of 30 inches or greater over an area of not less than 20 square feet. The attic access shall be not less than 22 in by 30 inches Show on the plans - attic vent locations, type and size (area = 1/150 of the attic space). Provide an attic cross ventilation summary; on the plans indicate the total area required versus provided. (R806.1)Details Rafter parallel to existing wall: This is a new extended framing wall. Please identify framing size, spacing connection to (E) wallHow does the lateral load being transfer from the (N) roof to extended framing and to the (E) wall. Provide proper construction detail demonstrate the load path and identify shear wall length, nailing pattern and etc. on plan. Provide structural justificationCalifornia framing: identify all schedule in this detail or provide reference to proper details (End of Comment)