HomeMy WebLinkAbout288524_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:
101110724
PROJECT ADDRESS:
4201 W Fifth St Unit# D-103
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830
EMAIL:
aso@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V A
OCCUPANCY CLASSIFICATION(S):
R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/8/2022
INITIAL REVIEW
6/18/2022
EXPIRATION
12/5/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Luis Guzman
3.
TEL:
(714)791-4398
FAX:
VALUATION: $18,000.00
EMAIL:
genryz17@gmail.com
FLOOD ZONE: A-0602320256J
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.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.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment.On sheet A1.0, revise the type of construction to “V-A” under Zoning Description.STAIRWAYSProvide an architectural stair plan with the following information:Show the width of the stairway.Show two handrails on the stairway.Show the number of risers.Show the top and bottom landing dimensions.Provide the following information for the handrails:Handrail height measured above the nosing of the stair treads.Show two handrails on the flight of the stairways.Show that the handrails are continuous from the bottom riser to the top riser.At the top riser, show a minimum of 12 inches for handrail extension.At the bottom riser, show a minimum of 12 inches plus the depth of one tread for handrail extension.Show the condition of the end-handrail where it returns to the wall or to the post.Provide a detail of the handrail grip size. For circular cross-section handrails, the minimum and maximum diameter are 1.25 inches and 2 inches respectively. For non-circular cross-sectional handrails, see CBC Section 1014.3.2 for details.On the North and East Elevation on sheet S2.0, show a minimum of 6 feet 8 inches of headroom measured vertically from the nosing of the treads.On detail 9 – sheet S3.0, specify the dimensions for the risers and treads.Provide the following note for risers and treads: “The greatest tread or riser dimensions shall not exceed the smallest tread or riser dimensions by more than 3/8 inch.”The minimum dimension for the guardrail is 42 inches. Correct the dimensions on detail 6 on sheet S3.0. [END]