HomeMy WebLinkAbout174695_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:
10575786
PROJECT ADDRESS:
506 E Washington Ave
PLAN CHECK ENGINEER:
Mazarji, ZacTEL:714
647-5831FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/10/2014
INITIAL REVIEW
1/14/2014
EXPIRATION
7/9/2014
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
David Tran
3.
TEL:
(714)987-0787
FAX:
VALUATION: $5,000.00
EMAIL:
deltaconstruction@gmail.com
FLOOD ZONE: X-0602320163J
APPLICABLE CODE: 2010CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSAll 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. A separate sheet for response may be used.Resubmit 3corrected sets of plans.Please return marked up set of drawings with corrections. Please refer to red marks for architectural and structural drawings for additional plan check comments. (When meeting is needed) meetings between the project applicant/designer and the plan reviewer shall be by appointment only. 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 issuancePlan check comments are based on R-3 occupancy for meeting the definition of R-3 occupancy for two units. Please clarify total number of units on the site plan. Additional plan check comments to follow if occupancy is established to be other than R-3 occupancy. Stairways are required for exiting from 2nd floor to ground floor. Provide a sequence for stairway construction to insure that one stairway for exiting is available all time. Show location of all existing and new stairways on the site plan. Show top landing and how it connects to entrance door of each unit.Provide a complete full-height section and details of stairway showing: (CRC R311.7)
- Maximum rise of 7¾ inches and minimum run (tread) of 10 inches.
- Minimum width of 36 inches. Exterior stairways serving a dwelling unit shall have an artificial light source located in the immediate vicinity of the top landing of the stairway. (CRC R303.6)Handrails shall not project more than 4.5” on either side of the stairway and the minimum clear width of the stairway at and below the handrail height shall be 31.5” and 27” when installed on one side and both sides, respectively. (CRC R311.7.1) 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.Where guards are used as handrails at the sides of stairs they shall have a height between 34-38 inches. (CRC R312.2.7). 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 shall be continuous except at a turn they are permitted to be interrupted by a newel post and have a minimum clear distance between the wall and handrail grip of 1 ½ inches. (CRC R311.7.7.2) Provide a 42 inch high guardrail at balconies, landings and decks located more than 30” vertically to the floor or grade below. (CRC R312.1 & R312.2) Provide detail of the guard showing that a 4” diameter sphere may not pass through any opening in the guard. (CRC R312.3)Where guards are used as handrails, provide a detail of the guard (including a handrail on open sides of the stairway) showing that a 4 3/4” diameter sphere may not pass through the open space between intermediate rails and pickets. The open space between the riser tread and bottom rail of the guard shall not allow a 6-inch diameter sphere to pass through. (CRC R312.3)