HomeMy WebLinkAbout233330_1_Corrections.docxPlanning & 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
RESIDENTIAL PLAN CHECK
COMMENTS
PLAN CHECK NO:
10193919
PROJECT ADDRESS:
1108 W West Orange Rd
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
8/22/2017
INITIAL REVIEW
9/7/2017
EXPIRATION
2/18/2018
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Ed Cruz
3.
TEL:
(714)717-2347
FAX:
(562)632-1351
VALUATION: $100,000.00
EMAIL:
Ed@ecprecisedesigns.com
FLOOD ZONE: X-0602320144J
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 3corrected sets of plans.(When applicable) Meetings between the project applicant/designer and the plan reviewer shall be by appointment only.
Please see corrections on submitted plans. Red marked set must be returned with revised plans.
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.
- School District Compliance Certificate; and a copy of the building permit application, signed by
the plan check engineer, is required by the School District to verify the scope of the work.
8. Reference Sheet A-1; Indicate distance from exterior wall of new addition to existing pool and indicate depth of pool. Additional plan check comments may apply due location of exterior foundation of two story addition to existing pool wall for surcharge. Please advise engineer.
9. Reference Sheet A-1; “Project Data”, clarify the floor area of addition on each floor for school fee and building records. Please refer to red marks on the drawings.
Reference Sheet CE-1; the designer and documentation author cannot be the same. Please refer to attached energy handout and revise drawings.
Reference Sheet CE-1, new exterior walls are shown with R-15 insulation, however architectural drawings is shown with 2x6 exterior walls. Revise energy calculations for 2x6 studs with R-19 insulation.
Provide continuous operating exhaust fan in the bathroom with required ventilation rate per Section 150-o, Table 4-7 of 2016 Residential Compliance Manual. Ventilation air must come directly from the outdoors and not from attic or crawl spaces.
Please refer to attached CalGreen handouts and provide completed Forms on the drawings.
14. Reference Sheet E-2, add additional smoke detector for master bedroomReference Sheet S-2, please note that Sheets A-1 and A-4 of architectural drawings is shown with 2x6 studs for 1st floor, revise drawings to match architectural drawings. Provide wall legend on Sheets A-4 and A-5 of drawing.
Submit structural calculations for foundation analysis and In lieu of soils investigation report per Sections 1803 of the 2016 California Building Code and City of Santa Ana internal policy, revise calculations and foundation details as follows:
- Allowable foundation pressure not to exceed 1000 PSF.
- Footing to have minimum reinforcement of: 2 #4 at top and 2 #4 at bottom..