HomeMy WebLinkAbout292969_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:
102112083
PROJECT ADDRESS:
1011 N Olive 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
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
9/21/2022
INITIAL REVIEW
9/23/2022
EXPIRATION
3/20/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Alma Manson
3.
TEL:
(262)216-870
FAX:
VALUATION: $800.00
EMAIL:
almacristina007@gmail.com
FLOOD ZONE: X-0602320163J
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 2019 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.
Please see correction 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 plan check fees.
PLAN REVIEW COMMENTS:
Applicant shall address all the checked‘☒’ correction comments below before resubmitting plans to Building Safety for recheck.
☒1. 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.
☐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).
☐2. This project is in a special flood hazard area designated on the flood insurance rate map (FIRM) as zone A or AE. This zone requires that the lowest finish floor elevation (including basement) of the structure shall be at (or above) base flood elevation determined by a hydrology study for the A zone, or at (or above) the base flood elevation specified for the AE zone, on the flood insurance rate map. All elevations must be referenced to the National Geodetic Vertical Datum. Reference should be made to the Flood Plain Management Ordinance, Santa Ana Municipal Code, Chapter 7, for complete requirements. Drawings shall show compliance with said ordinance including noting flood zone and finish floor elevation."
☐3. 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."
☐4. Provide a project description with a complete and detailed scope of work on the cover sheet of the plans.
☒5. Note on plan: All concealed work installed without permits must be exposed for inspection to the satisfaction of the Building Inspector. This includes methods of attachment and all footings, structural members, mechanical, electrical, plumbing and insulation.
[COMMENT RESOLVED]
☐6. Provide the following design data on the first sheet (R106.1.1)
☐Occupancy groups (R-3/U)
☐Type of construction (V-B)
☐Automatic Fire Sprinkler (YES or NO)
☐Number of stories.
☐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.
☒7. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.
[COMMENT RESOLVED]
☐8. Add note on the coversheet: Minimum ________(KW) photovoltaic system will be submitted under a separate permit and shall be issued prior to building frame inspection request.
☐9. Provide a complete plot plan showing – (R106.2)
☐Location and size of all structures on the lot.
☐Identify all property lines and easements, streets, etc.
☐Show north arrow.
☐Distances between buildings (main house, detached garage, accessory dwelling unit, etc.).
☐Distances (setbacks) between buildings and property lines.☒Additional Review Comment:
Sheet A1, provide information on plan for further review
The maximum operating weight of the unit
[COMMENT RESOLVED]
Provide construction detail for unit anchorage (E) roof framing
Indicate (E) roof framing size and direction of span near/around the HVAC unit
[COMMENT RESOLVED]
Red marked comment set is available to pick-up at the City Hall. ☒Additional Review Comment (10/27/2022) :
Sheet S300
Detail 3
Provide structural calculation justify 2x6 cantilever screen post design with wind load and its connection at the base
Provide maximum height of the cantilever screen wall
Call out 2x member size at the bottom of cantilever screen wall
Provide a enlarge detail at the bottom of cantilever screen wall indicate types of fasteners and spacing of the fasteners
Call out 4x unit support framing that are spacing at 32” o.c.
Verify are 2x R.R are new roof rafters or existing rafter. Please indicate on plan (End of Comment)