HomeMy WebLinkAbout213462_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:
10187776
PROJECT ADDRESS:
2218 S Oak St
PLAN CHECK ENGINEER:
Heidari, FredTEL:714
647-5862FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/28/2015
INITIAL REVIEW
1/6/2016
EXPIRATION
6/25/2016
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Alfonso Buitango-Jiminez
3.
TEL:
(714)294-2080
FAX:
VALUATION:$58,791.00
EMAIL:
alfonso@battiesconstruction.com
FLOOD ZONE:X-0602320278JAll 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.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 2013 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.Submitted structural calculation and structural part of these drawings are not complete and not adequate. Please provide complete calculation calc. and construction details for this project.See red marks sheets S-1, and S-2. Provide construction details to reflect actual field conditions and not a generic detail that may not apply to condition of this project.Provide framing plan and construction details for the proposed wood deck.Please verify the location and size of all existing footings and show how proposed loads will be transferred from roof to the existing or new foundations.
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.
Indicate detail and section references as to their appropriate location on plan views.
Projections, including eaves, shall be of one-hour fire-resistive construction per Table R302.1 (1) of CRC when distance to property line is less than 5’.For roof covering specify:
-Type/manufacturer and International Code Conference (ICC)/Underwriters Laboratories (UL)
number of shingle/tile roof.
-Roof coverings shall have at least a Class "C" rating.
Each bathroom shall have exhaust fan to beable to remove the humidity per requirement of Section R303.3.1 of CRC.
Wall covering shall be cement plaster, tile or approved equal to 72 inches above drain at showers or tub with showers.
Show location of 20 x 30 inch attic access with 30-inch minimum headroom. (1209.2)
The City has encountered a large number of inspection problems arising from a lack of specific framing details. The following listed items are required to be shown on the plans:
-All plumbing walls are to be framed with a minimum of 6" studs.
-Permissible notching and boring of joists are to be shown on the plans.
-Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. Bored
holes in bearing/nonbearing walls shall not exceed 40%/60% respectively. In no case shall the
edge of the bored hole be nearer than 5/8 inch to the edge of the stud.
The residence shall conform to the State Energy Conservation Standards. Submit forms and calculations for review and blueprint the final forms on the plans.
-Signed Energy Efficiency Documents must be printed 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 plan check consultant must sign documentation certifying that a thorough, competent review
has been performed on behalf of the Enforcement Agency.
-The corrected/final drawings shall have the required energy efficiency compliance documentation
with completed signature blocks filed on the plans.
-The energy plan check consultant must sign documentation forms on behalf of the Building
Safety Division.
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.
Show location and size of underfloor access per Section R408.4
Provide designed ridge beams (4 x min.) for open beam vaulted ceilings when ceiling joists or rafter ties are not provided.
Show size, spacing and direction of floor joists. Justify the 4X6 Girder can span 13’ per foundation plan.For plywood floor diaphragm specify thickness, grade, T&G edges, panel span rating, nailing schedule and panel layout pattern. See other red marks on the plans. Revised plans and resubmit the marked up set with new plans for recheck.