HomeMy WebLinkAbout273568_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:
101106217
PROJECT ADDRESS:
524 W Nineteenth St
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, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/30/2021
INITIAL REVIEW
4/3/2021
EXPIRATION
9/26/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Mathew McGrane
3.
TEL:
(562)686-4097
FAX:
VALUATION: $71,600.00
EMAIL:
labrsustainable@gmail.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.
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.
This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, and electrical work. Call 647-5800 for information.
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).
- School District Compliance Certificate; and a copy of the building permit application, signed by
the plan check engineer, shall be required by the School District to verify the scope of the work.
STRUCTURAL
Sheet S2.0 and structural calculation:(SDPWS Chapter 4)
Provide a complete and consistent grid system with grid lines for each lateral line of resistance on structural framing plans. See red lines on plan. Vertical supports (e.g. shear walls) are required on grid line 2 and line 3.
When a diaphragm is idealized as flexible, the diaphragm shear force shall be distributed to the vertical resisting elements based on tributary area. Provide vertical support, calculation and shear transfer details on all edge of diaphragms (on grid line 2 and line 3) or design lateral collector to transfer lateral force to vertical support. Calculation and details are required.
Provide design of the horizontal diaphragms and diaphragm chords and chord splices.
Provide diaphragm specification on plan.
Reentrant corner occurs. Provide design, calculation and details on plan to comply with ASCE 7-16 Table 12.3-1 and section 12.3.3.4.
Provide complete shear transfer details including detailing for nails, bolt, shear plates, sill plates and blocking.
Sheet SD1. Refer to comments marked on detail 11/SD1.