HomeMy WebLinkAbout280463_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:
101108295 (Revision)
PROJECT ADDRESS:
1010 S Elliott Pl
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/18/2021
INITIAL REVIEW
11/1/2021
EXPIRATION
4/16/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Christopher Le
3.
TEL:
(714)902-7187
FAX:
VALUATION:
EMAIL:
christuanle@sbcglobal.net
FLOOD ZONE: X-0602320256J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2016 California Residential Code (CRC); 2016 California Building Code (CBC); CMC = 2016 California Mechanical Code; CPC = 2016 California Plumbing Code; CEC = 2016 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.
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.
New exterior baluster railings:
Please provide section to show height of the baluster guardrails, measured from the finish floor (42” minimum).
Show maximum opening between balusters (must be less than 4”).
Exterior steps (stairways): Stairway with four or more risers shall be provided with handrail complying with section R311.7.8.1 on at least one side of the stairway.
Handrails shall not project more than 4.5” on either side of the stairway. (R311.7.2)
Provide handrails not less than 34" (864mm) or more than 38" (965mm) above the nosing of tread. (R311.7.8.1)
Provide 1¼"(32mm) to 2"(51mm) handgrip 1½"(38mm) from wall. (R311.7.8.5)
Provide structural calculations and details attachment for the balusters. Design handrail/guardrail to withstand a lateral force of 200-lb applied at top of rail.
Provide calculation and detail for the retaining wall with balusters on top.
Structural calculation and details plan shall be stamped, signed, and dated by a registered civil engineer.