HomeMy WebLinkAbout200974_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:
10183533
PROJECT ADDRESS:
717 N Minter St
PLAN CHECK ENGINEER:
Mazarji, ZacTEL:714
647-5831FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/29/2014
INITIAL REVIEW
2/9/2015
EXPIRATION
6/27/2015
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Mike Sanchez
3.
TEL:
(714)412-3878
FAX:
VALUATION: $12,400.00
EMAIL:
mike@mslandscape.org
FLOOD ZONE: X-0602320163J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2013 California Building Code (CBC); MC = 2013 California Mechanical Code; PC = 2013 California Plumbing Code; EC = 2013 California Electrical Code; T = Table; ICC = International Code Council.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.Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
Submit structural calculations by a licensed architect or engineer for vertical and lateral analysis of proposed free standing patio cover based on 2013 CBC. Incorporate results of structural calculations in to drawings prior to re-submittal.
Note to engineer/architect:In lieu of soils investigation report per Sections 1803.6 of the 2013 California Building Code, structural calculations can be designed for minimum foundation/footing design requirements based on City of Santa Ana internal policy as follow:
- Allowable foundation pressure not to exceed 1000 PSF. Lateral 100 PCF.
- Footing to have minimum reinforcement of: 2 #4 at top and 2 #4 at bottom.