HomeMy WebLinkAbout290158_1_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:
101111228
PROJECT ADDRESS:
1210 N Mabury St
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
7/18/2022
INITIAL REVIEW
7/25/2022
EXPIRATION
1/14/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Genesis Carrasco
3.
TEL:
(661)496-7917
FAX:
VALUATION: $17,000.00
EMAIL:
g.carrasco@vbsca.com
FLOOD ZONE: X-0602320163J
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.
5. 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 A-1
Provide the following design data on the first sheet (R106.1.1)
☐Sheet Index
☒Occupancy groups (R-3/U)
☒Type of construction (V-B)
☒Automatic Fire Sprinkler (YES or NO)
☒Number of stories.
☒Flood Zone: X
☐Flood Zone: A
☐Flood Zone: AE
☐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.Provide T-24 sheets shown in Sheet IndexSheet A-2Coordinate new window callouts and sizes with sheet A-3. Sizes do not match. Revise as needed.Provide exhaust fan in new bathroom, show on plan.Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Verify if new beam in existing kitchen is bearing member.Sheet A-3Update all code references to current code.Underside of eave projecting within 5’-0” from property line requires 1-hour fire rated system. Please specify on plan where required and provide detail for system.Sheet A-4Section A – Note Radiant Barrier at new sheathing per T-24.Section A – Provide accurate detail references for detail bubbles shown.Rear Elevation – Provide new roofing information including Class, ICC, etc.Sheet S-1Final Structural sheets are to be stamped and signed by licensed architect/engineer.Provide non-bearing wall top and bottom connection details.Clear text overlay at right side of plan.Provide distinguishable hatch or callout specifying between existing and new foundation on Foundation Plan.Provide SW type on plan or legend on plan specifying location of SW schedule.Provide detail for new floor girder to existing structure connection.Provide new 4x4 post top and bottom connection at existing kitchen.Detail 1 – New footing shall be 18” embed min from lowest adjacent grade.Detail 3 & 4 – Specify where details occur on plan.Sheet S-2Provide shear wall lengths on plan.Provide end support and details for new 4x12 ceiling beam on plan.Provide detail for California framing.Provide new beam size at existing kitchen. If bearing member, justify size.Provide new beam end at existing kitchen connections and details. (End of Comment)