HomeMy WebLinkAbout316532_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:
101119533
PROJECT ADDRESS:
1904 N Heliotrope Dr
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
6/6/2024
INITIAL REVIEW
7/23/2024
EXPIRATION
12/3/2024
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Robert Imbodem
3.
TEL:
(714)299-0330
FAX:
VALUATION: $110,000.00
EMAIL:
robert@janusconsultants.com
FLOOD ZONE: X-0602320144J
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).
Prior to submit the hard-copy drawings for approval and permit issuance. It is at applicant’s discretion, as an option, to submit a full-set electronic drawing (in pdf format) for a courtesy review. Please include the original red-marked comment drawing set, red-marked calculation, and all supporting document (revised calculation, etc.) for an expedite review.
Applicant must pick up red marked sheet from the City prior to resubmittal and return the marked up set with resubmittal
PLAN REVIEW COMMENTS:
Sheet A0.0
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.
Include sheet A1.3 to the sheet index
Sheet D1.1 is missing from the submitted package. Provide sheet D1.1 for review
Revise building occupancy to R3
Sheet A1.3
Provide construction detail on plan for corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1)
On the plan, provide a landing at the north side of (N) parking outside of the exterior door. Landing shall have width of not less than the door served and a minimum of 36” measured in the direction of travel.
Sheet A2.5
Fix page boarder.
Sheet A5.0
Tempered glassed required for glazing in door per CRC R308. Show/provide safety glass on the door schedule for door Type 04
Sheet A5.1
Detail 2
Provide spacing of mounting post
Provide construction detail how mounting post is connect to balcony
Provide detail how (N) supplementary balustrade is connect to (E) rail
Provide detail how (N) baluster extension is connect to (E) baluster
Provide size of the base rail
Detail 3
Provide construction detail for concrete stoop. Show how the stoop is integrate with building footing/wall
Provide concrete stoop riser and run dimensions
Provide handrail construction detail per CRC R311.7.8, including projection, clearance, height etc.
Provide construction detail for the masonry wall and indicate how it is integrating with concrete stoop
Sheet D3
Detail 23: provide dowel from slab to footing
Detail 22: provide dowel from slab to footing
Detail 26:
Per architectural detail 2/A2.4 the (E) garden wall is made of CMU wall revise detail
provide dowel from slab to footing
Sheet D2
Detail 8:
Per architectural detail 2/A2.4 the (E) garden wall is made of CMU wall revise detail
Provide hurricane tie to prevent uplift
Detail 8:
Provide hurricane tie to prevent uplift
Sheet S1
Roof framing plan
SEOR to verify the detail 1/D2 reference at the storage room. It is not applicable at this location
Calculation for 3 ½ flush beam between the (E) garage and (N) garage shall include point reaction load from 6x10 flush beam with DL 1.18K and LL 1.31K.. Revise calculation (End of Comment)