HomeMy WebLinkAbout212468_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:
10187466
PROJECT ADDRESS:
2415 N Heliotrope Dr
PLAN CHECK ENGINEER:
Heidari, FredTEL:714
647-5862FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/9/2015
INITIAL REVIEW
12/30/2015
EXPIRATION
6/6/2016
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Noel Hart
3.
TEL:
(949)494-1646
FAX:
VALUATION:$200,000.00
EMAIL:
noelt.hart@gmail.com
FLOOD ZONE:X-0602320163JAll 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) 647-5862 for an appointment.
All drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered engineer.
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.
Exterior walls of detached garage/carport less than 5 feet from property line shall have one-hour fire-resistive construction on the exterior side complying with Table R302.1(1) of CRC. Show compliance for the proposed garage wall extension on the east side.
Per Table R302.1 (1) of CRC, projections, including eaves, shall be of one-hour fire-resistive construction on the underside, if they are less than 5’ from a side or rear property line. Show compliance for the proposed garage wall extension.
No water closet shall be set closer than 15 inches from its center to any side wall or obstruction, nor closer than 30 inches center to center to any similar fixture. The clear space in front of any water closet shall not be less than 24 inches. Show compliance on the plans.
Wall covering shall be cement plaster, tile or approved equal to 72 inches above drain at showers or tub with showers. Materials other than structural elements shall be moisture resistant. Show the location(s) of smoke alarm(s) in each sleeping room and at a point centrally located in the corridor or area giving access to each sleeping area. Show location of carbon monoxide alarmfor this project.
The residence shall conform to the State Energy Conservation Standards. Submit forms and calculations for review and blueprint the final forms on the plans.
-The permit applicant shall be responsible for obtaining an energy plan check from a consultant
who is qualified to perform an energy efficiency analysis in accordance with the California Code
of Regulations (CCR), Title 24, Part 1 (Administration) and Part 6 (2013 California Energy Code).
-The energy plan check consultant must sign documentation forms on behalf of the Building
Safety Division.
-Refer to the attached public handouts titled “Energy Efficiency Compliance” and “Energy
Efficiency Compliance Documentation”.
Show attic ventilation type, size, and location. The required ventilation area ratio is 1/150 of attic area or 1/300 of attic area, with required vapor retarder, if at least half of the vent area is provided by ventilators located more than 3 feet above eave vents providing the remaining portion of the vent area. Openings shall have ¼ inch corrosion resistant metal mesh covering.
Show underfloor ventilation opening size and locations equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and shall provide cross ventilation along the length of at least two opposite sides. Openings shall have ¼ inch corrosion resistant metal mesh covering.
Note on the plans that foundation anchor bolts in walls shall have an approved plate washer under each nut; and the nuts shall be tightened just prior to covering the wall framing. Plate washers a minimum of 3 inch by 3 inch by 0.229 inch thick shall be used on each bolt.
See red marks on sheets A6 and S1 of drawings. Revise plan and resubmit the marked up set for recheck.