HomeMy WebLinkAbout192547_1_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:
10280783
PROJECT ADDRESS:
817 N Lacy St
PLAN CHECK ENGINEER:
Heidari, FredTEL:714
647-5862FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/29/2014
INITIAL REVIEW
7/23/2014
EXPIRATION
10/26/2014
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Francisco Lacy
3.
TEL:
(310)486-8305
FAX:
VALUATION: $1,000.00
EMAIL:
ciscosemail@gmail.com
FLOOD ZONE: X-0602320163J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2013 California Residential Code (CRC); 2013 California Building Code (CBC); CMC = 2013 California Mechanical Code; CPC = 2013 California Plumbing Code; CEC = 2013 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 3corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5862 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.
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.
-Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
Provide a complete full-height section and details of stairway showing:
- Minimum width of 36 inches.
- Minimum headroom of 6 feet 8 inches. (1009.2.)
- Enclosed usable space under a stairway requires one-hour fire-resistive construction on enclosed
side.
Handrails shall satisfy the following:
- Provide continuous handrail for stairways with 4 or more risers.
- Handrail shall be 34 to 38 inches above the nosing of treads.
- Intermediate balusters shall be spaced less than 4 inches (4.375 inches for within individual R-2
units and R-3 occupancies) o.k. on open side(s).
- The handgrip portion of handrail shall be not less than 1¼ inches or more than 2 inches in cross
sectional dimension.
- Return handrail to newel post or wall. Provide 42 inch high (minimum) protective guards for decks, porches, balconies and raised floors and open side(s) of stairs and stair landings. Openings between balusters/rails shall preclude passage of 4 inch (4.375 inches for within individual R-2 units and R-3 occupancies) diameter sphere.
Is there any positive connection between 10” square concrete pedestal and 18” square footing as shown on detail 2/S3?
Please update the code edition to 2013 CBC on the sheets S-1 and SN-1.
Provide max spacing for 2X2 Pickets for details 10 & 11/SD-1.
Please verify the handrail design in calc. page 12 matches the detail 10 & 11/SD1 for the spacing of the bolts, “S=8 inches”.