HomeMy WebLinkAbout271882_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:
101105746
PROJECT ADDRESS:
1857 W Deerefield Rd
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
1/27/2021
INITIAL REVIEW
2/6/2021
EXPIRATION
7/26/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Cristina Ionescu
3.
TEL:
(714)267-8739
FAX:
VALUATION: $75,000.00
EMAIL:
cristinaionescu4@gmail.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.
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).Sheet T-1. Revise number of stories to 3 stories.Sheet A-1 and A-2. Identify windows to be altered on each floor on the floor plan.Sheet A-1. Show SHGC and U-factor for new altered windows in the window schedule.Sheet S-1. Provide ICC number for concrete tile roof.STRUCTURALSheet D-1. Detail 1. Specify hardware to transfer lateral force between roof truss and top plates.Sheet D-1. Detail 8. Show roof diaphragm, edge nailing, blocking and hardware to transfer horizontal force between new trusses and the existing wall. Show clear load path in the detail.The Engineer or Architect of Record in responsible charge of the structural design shall provide a statement on the truss calculation stating that he or she has reviewed and approved for loads, location, and suitability for intended use. Provide approval stamp with signature from the engineer or architect of record on the truss calculation.