HomeMy WebLinkAbout278836_4_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:
101107785
PROJECT ADDRESS:
2322 S Manitoba Dr
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/26/2021
INITIAL REVIEW
10/6/2021
EXPIRATION
2/22/2022
RECHECKS:
1.11/9/2021
PROJECT APPLICANT CONTACT PERSON:
2.4/27/2022
Khoa Tran
3.7/21/2022
TEL:
(714)496-9794
FAX:
VALUATION: $20,000.00
EMAIL:
khoadt7169@yahoo.com
FLOOD ZONE: X-0602320259J
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.Plan check will be expired on 8/21/2022. It may not be able to extend further. Please pull permit before the expiration date. A meeting is recommended to go through the comments. Please schedule a meeting with plan check engineer.All items noted on this plan check report must be addressed.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.
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.
- Police Department approval on the corrected/final set of drawings (647-5840).
-Public Works Agency approval (647-5039).
Provide 2% slope of the slab for patio enclosure slab surface drainage. Identify the direction of slope on plan to show the drainage pattern from the enclosed patio to the yard. The drainage pattern shall not be blocked by walls. (Enclosed patio is considered as outdoor space)
Provide structural design to support the hips and roof framing. Design king posts, ceiling beams, posts to provide continuous load path to the footing with connection details.
A ceiling beam is supported by the 4x4 header. Provide calculation to justify this header and its support.
Please review and justify detail 5/A3. The half of the new patio roof is support only relying on the lag screws. Revise design as needed:
Provide comprehensive calculation to check the 2.5” lag screws to support both gravity and lateral force. Check combine loading effect.
The screw is support by 2x blocking. Provide connection design of the blocking to support the rotation force from the screw. OR revise design.
Provide grid line on each lateral force resisting system.
Provide calculation and connection details to design the shear wall, located at the common wall between the house and patio enclosure.
Increase footing depth to provide minimum embedment plus cover for AB7/8x30 and SSTB. Please increase depth of grade beam to 34” minimum (detail4/A2 shows 28.5”) for anchor bolt installation.
END OF COMMENTS