HomeMy WebLinkAbout204645_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:
10584708
PROJECT ADDRESS:
1114 N French St
PLAN CHECK ENGINEER:
Mazarji, ZacTEL:714
647-5831FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/8/2015
INITIAL REVIEW
4/17/2015
EXPIRATION
10/5/2015
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
William Lushbaugh
3.
TEL:
(949)584-2166
FAX:
VALUATION: $10,000.00
EMAIL:
Blushbaugh@aol.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 = 2013California 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 refer to red marks on the drawings for additional plan check comments. Resubmit 2corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5831 for an appointment.
Provide demo plan showing location of two existing stairways and indicate dimension from each stairway to property lines. Please show the exact location of two stairways to be demo with distance to property lines. Please note that building card history shows a “permit stairway done without permit” dated 6/12/91 (BP# 67373).
A minimum of 5’-0” set back from stairway edge to the property line is required. If stairway width is 3”-0” minimum than 8’-0” set back is required for new stairway.
Provide connection details of guards and/or handrail on open side of stair adequate to resist loads (200 lbs. concentrated load at top rail and 50psf for intermediate rails, balusters, and panel fillers) in accordance with CBC Section 1607.7. (1013)
Handrails shall satisfy the following:
- Provide continuous handrail for stairways with 4 or more risers. (1012.4 & 1009.10 Exception 4)
- Handrail shall be 34 to 38 inches above the nosing of treads. (1012.2)
- 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). (1013.3 and 1013.3 Exception 5)
- The handgrip portion of handrail shall be not less than 1¼ inches or more than 2 inches in cross
sectional dimension. (1012.3)
- Return handrail to newel post or wall. (1012.5)Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for:
- Stairway(s). CBC Sections 1607, 1630a and 1133B.4, and CBC Table 1607.1.
- Handrail(s)/guard(s). CBC Sections 1012, 1013, and 1607.7.
- Guard(s). CBC Sections 1013 and 1607.7.