HomeMy WebLinkAbout236422_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:
10194916
PROJECT ADDRESS:
3413 S Birch St
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/27/2017
INITIAL REVIEW
12/3/2017
EXPIRATION
5/26/2018
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
HeribertoAlcantar Alvarado
3.
TEL:
(714)858-9225
FAX:
VALUATION: $6,000.00
EMAIL:
eddiealcantar@hotmail.com
FLOOD ZONE: X-0602320278J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2016 California Residential Code (CRC); 2016 California Building Code (CBC); CMC = 2016 California Mechanical Code; CPC = 2016 California Plumbing Code; CEC = 2016 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.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2016 California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review.
Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees.
All drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. (CRC R301.1.3, CBC 107.1 and 107.3.4.1).All persons preparing plans for others shall sign those plans. Business and Professions Code Chapter 3, Division 3, Section 5536.1 (a).
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.
Delete notes and details that do not apply to this project.
Specify finish floor elevation of first floor. (CBC 107.2.5)
Prior to the issuance of building permit(s), tract maps, parcel maps, lot line adjustments, public way abandonments, covenant, conditions and restrictions (CC&R's), etc., related to the subject project must be legally recorded with the County of Orange.
Sheet 1
Show set-back dimension at the side-yard patio from face of the patio to property line. The 10 foot set-back dimension is shown at the longest distance. Choose the shortest distance to show the minimum required set back dimension is equal to or greater than 5 foot.
Add “California Building Code (CBC) and California Residential Code (CRC)” under Site Analysis.
Wall legend indicates new walls. However, new walls are not found on the floor plan.
Sheet 3Provide structural calculations for patio design. Provide beam calculations and lateral loading on the patio structure.The 2x8 ridge board is inadequate to support the weight of the structure. Provide a ridge beam design with supports at the end of the beam.Provide structural connection detail from the 6 x 12 beam to the existing wall.Detail 5 shows earth around footing. However, foundation plan shows slab-on-grade. Revise detail as necessary.