HomeMy WebLinkAbout214228_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:
10188011
PROJECT ADDRESS:
614 S Rosewood Ave
PLAN CHECK ENGINEER:
Chehade, NabilTEL:714
647-5848FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/21/2016
INITIAL REVIEW
3/21/2016
EXPIRATION
7/19/2016
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Jeannie Chabolla
3.
TEL:
(949)735-4541
FAX:
VALUATION:$110,770.00
EMAIL:
jmchabolla84@gmail.com
FLOOD ZONE:X-0602320257J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2007 California Building Code (CBC); MC = 2007 California Mechanical Code; PC = 2007 California Plumbing Code; EC = 2007 California Electrical Code; T = Table; ICC = International Code Council.3 sets of plans are required to be approved.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5848 for an appointment.
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.
- Fire Department approval on the corrected/final set of drawings (647-5839 or 647-5700).
-Public Works Agency approval (647-5039).
- Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
- 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
Show sizes of the roof/deck drains and overflows. (1503 and PC) Provide an overflow.
All Required Handrail shall be one of the followings: ( CRC section R311.7.8.3)
Type I, Handrail with a circular section shall have an outside diameter of at least 11/4 inches and not greater than 2 inches. If the handrail is not circular, it shall have a perimeter dimension of at least 4 inches and not greater than 6.5 inches, with a maximum cross section of 21/4 inches.
Type II, Handrail with a perimeter greater than 6.5 inches shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of ¾ inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/10 inch within 7/8 inch below the widest portion of the profile. This depth should continue for at least 3/8 inch below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 11/4 inch to a maximum of 2 ¾. Edges shall have a minimum radius of 0.01 inch.Provide notes and details to show compliance with type II. It appears from the detail provided, you are using type II railing.
Sheet S2 2nd floor, The ceiling joists are supposed to act as a rafter tie. They appear to be stopped short. Please make sure by showing on plans continuous ceiling joists or otherwise properly overlapped..