HomeMy WebLinkAbout297171_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:
101113459
PROJECT ADDRESS:
4602 W Roy Cir
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, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/11/2023
INITIAL REVIEW
2/14/2023
EXPIRATION
7/10/2023
RECHECKS:
1.3/20/2023
PROJECT APPLICANT CONTACT PERSON:
2.
Giep Van Le
3.
TEL:
(323)537-5874
FAX:
VALUATION: $200,000.00
EMAIL:
legiep49@gmail.com
FLOOD ZONE: A-0602320256J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2022 California Residential Code (CRC); 2022 California Building Code (CBC); CMC = 2022 California Mechanical Code; CPC = 2022 California Plumbing Code; CEC = 2022 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 (CHECKED BOXES REQUIRED ONLY):
☒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 2022 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.
PC #2: Please complete an Orange County Fire Authority Plan Submittal Criteria Form, OCFA approval will be required for proposed work at existing fire sprinkler structure. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet A.5Please coordinate with your planner in the Planning Division regarding your new tankless water heater location. Tankless water heater should be in an enclosed area.Sheet A.6Verify if wall between new addition and existing is full height or partial height. If full height, provide separate attic access and attic ventilation for individual attic space area.Sheet A.7Provide Class and ICC # for new roofing.Sheet A.8Coordinate wall insulation specified in Section A with T24 provided.Sheet S.0All code references shall reference latest codes (e.g. Nailing schedule, shearwall schedule, etc…)Sheet S1Verify RR cantilever at right side of porch on Grid C where extended overhang occurs. Linework is unclear. Ensure RR cantilever is adequately designed.Provide ridge beam size at ridge beam above Bedroom 1.Reference new footing to existing footing detail on foundation plan.CalculationsPage 11 of 32 – For Shearwall along Grid 1.1, Total Length shown looks to be entire structure length for drag loading. Verify if lateral loading from 2Y direction is applied to sw design. Current 2Y lateral loading looks to span from Grid 1 to 2 and not dragging any load to 1.1 Drag elements should be consistent with load path.PC #2: PC comment has not been addressed.Page 18 of 32 – Add Line 1.1 to Shearwall Summary. PC #2: PC comment has not been addressed.(End of Comment)