HomeMy WebLinkAbout236570_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:
10194972
PROJECT ADDRESS:
125 E Pomona St
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
12/4/2017
INITIAL REVIEW
1/25/2018
EXPIRATION
6/2/2018
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Danny Rodriguez
3.
TEL:
(714)558-8348
FAX:
VALUATION: $52,756.00
EMAIL:
FLOOD ZONE: X-0602320276J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 California Residential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code; CPC = 2010 California Plumbing Code; CEC = 2010 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) 647-5848 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.
-Public Works Agency approval (647-5039).
-Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
Provide a statement on the title sheet of the plans that this project shall comply with following codes:
- 2010 California Residential Code (CRC)
- 2010 California Building Code (CBC)
- 2010 California Electrical Code (CEC)
- 2010 California Mechanical Code (CMC)
- 2010 California Plumbing Code (CPC)
- 2010 California Green Building Standards Code (CGBS) or CALGreen
- 2010 California Energy Code (CEnC)
- City of Santa Ana Municipal CodeCarbon monoxide alarms combined with smoke alarms shall comply with both sections R314 and section R315, all applicable standards, and requirements for listing and approval by the Office of the State Fire Marshal, for smoke alarms.
Where more than one carbon monoxide alarm is required to be installed within the dwelling unit or
within a sleeping unit the alarm shall be interconnected in a manner that activation of one alarm
shall activate all of the alarms in the individual unit.
Provide notes and details to show that the windows comply with the fire escape requirements.
There shall be a landing at the top and bottom of all exterior stairs.Stairways within dwelling units and exterior stairways serving a dwelling unit shall have an illumination level of not less than 1 foot-candle measured at the center of the treads and landings. (CRC R303.6)Provide a section of stairway showing a maximum rise of 7.75 inches and a minimum run width of 10 inches for straight stairways. The maximum difference between the stair risers and treads shall not be greater than 3/8”. (CRC R311.7.4) Dimension landings at top and bottom of stairs measured in the direction of travel not less than the stair width. (CRC R311.7.5) Handrails are required on at least one side of a continuous run of treads or flight with four or more risers. (CRC R311.7.7) The top of handrails shall be placed not less than 34 inches nor more than 38 inches above the nosing of the treads. A clear space of 1-1/2 inches is required between the handrail and the wall.Provide dimensioned details of handrail grips showing a minimum edges radius of 0.01 inch and shall have a one of the following:
- Circular cross sectional diameter shall be between 1 ¼” and 2”. Non-circular handrails shall have
a perimeter dimension between 4 and 6 ¼ inches with a maximum cross section of dimension of
2 ¼ inches. (CRC R311.7.7.3 (1))
- Handrails with a perimeter dimension > 6 ¼ inches shall have a graspable finger on both sides of
the profile between 1 1/4” to 2 ¾” beginning within ¾” from the top of the profile and achieve a
minimum 5/16” depth within 7/8” below the widest profile point and shall continue a minimum 3/8”
to a level not less than 1¾” below the tallest portion of the profile. (CRC R311.7.7.3 (2))
Provide an intermediate shear wall or otherwise use the provision of the braced wall design in the 2016CRC.
Provide holdowns at the edge of all small shear walls.
Provide an overflow at the roof drainor otherwise design for ponding.
On all structural plans provide the name of the person responsible for the design of the plans.
Provide roof shear transfer details. Cross reference the details with the plans.
Show on section radiant barrier in compliance with the energy calcs.