HomeMy WebLinkAbout263978_1_Corrections.docx
PLAN CHECK NO:
101103397
PROJECT ADDRESS:
208 1/2 E Chestnut Ave
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
3/5/2020
INITIAL REVIEW
3/10/2020
EXPIRATION
9/1/2020
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Jose Quezada
3.
TEL:
(714)605-2108
FAX:
VALUATION:
EMAIL:
eleoenai.quezada04@gmail.com
FLOOD ZONE: X-0602320276J
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 2corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5848 for an appointment.
Please see corrections 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 plancheck fees.
Clarify roof rafter size on the section AA and the legend. It shows 2x10 in the section, but only 2x6 in the legend.
Provide ST6236 straps on plan tying the front porch to the remainder building. Those straps are on the approval plans. However, they are missing on this revision.
Per prescriptive design, minimum 4 feet length WSP panels are required at each end of the building. However, the revised plan shows only 2.5 feet in length on two locations. Please provide engineering design for the shear walls located in the front and the back exterior walls. The revised plan (sheet S-1) and the structural calculation is required to be stamped, signed and dated by a licensed civil, structural engineer or a licensed architect.