HomeMy WebLinkAbout200914_3_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:
10183512
PROJECT ADDRESS:
2014 S Artesia St
PLAN CHECK ENGINEER:
Heidari, FredTEL:714
647-5862FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/23/2014
INITIAL REVIEW
12/30/2014
EXPIRATION
6/21/2015
RECHECKS:
1.1-29-2015
PROJECT APPLICANT CONTACT PERSON:
2.
Vincent Dinh
3.
TEL:
(949)232-8273
FAX:
(949)645-4610
VALUATION:$230,880.00
EMAIL:
vincent.dinh@sbcglobal.net
FLOOD ZONE:X-0602320257J
Recheck was completed today, 1-29-2015, and the following items from the first plan check list not done at this time. See the list below for items # 7, 8, 17, 18, 20, 21, 22, & 34
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.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.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.
- Orange County Fire Authority approval on the corrected/final set of drawings (647-5839 or 647-5700).
-Police Department approval on the corrected/final set of drawings (647-5840).
-Public Works Agency approval (647-5039).
-Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
Provide a fully dimensioned Site on a separate 8-1/2" x 11" sheet of paper.
Projections, including eaves, shall be of one-hour fire-resistive construction, heavy timber or of noncombustible material if they are less than 3’-4” from a side or rear property line. Show dimension for the roof overhangs at the north side on the plans.
Show location of minimum 20x30-inch attic access with 30-inch minimum headroom on the plans.
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. Glass enclosure doors and panels must be labeled Category II. Swing door outward. Net area of shower receptor shall be not less than 1,024 sq. in. of floor area, and encompass 30-inch diameter circle.
In every sleeping room below the fourth story and in the basements of dwelling units, at least one openable emergency escape and rescue window or door shall open directly into a public street, pubic alley, yard or exit court, meeting all of the following:
-An openable area of not less than 5.7 square feet (5.0 square feet for ground-floor openings);
-A minimum 24 inch clear openable height;
-A minimum clear openable width of 20 inches;
-A sill height not over 44 inches above the floor.
-show compliance for bedroom #2 on the plans.Show the location(s) of hard-wired smoke alarm(s) with a battery back up in each sleeping room and at a point centrally located in the corridor or area giving access to each sleeping area. A detector shall be located at each story; a detector shall be located in close proximity to the stairway when sleeping rooms are on the upper level. Show location of carbon monoxide alarm on the plans.
Show how dwelling is provided with comfort heating facilities capable of maintaining a room temperature of 68oF at a point of 3 feet above the floor in all habitable rooms. Correct the degree for the note #5 under general notes, sheet A-01.
The residence shall conform to the State Energy Conservation Standards.
-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 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.
-Refer to the attached public handouts titled “Energy Efficiency Compliance” and “Energy
Efficiency Compliance Documentation”.
Show/ callout the Radiant Barrier on details for the roof framing.
At least one exit door not less than 3 feet wide and 6 feet 8 inches in height is required, and the exit door shall be capable of providing an exit opening of 32 inches minimum clear width.
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.
Specify/detail masonry veneer material, thickness, backing, anchorage, footings, and support over openings.
For fireplace/chimney specify the following:
-Chimney shall extend 2 feet above roof/wall within 10 feet.
-Anchor chimney to floor and roof/ceiling joists. Reinforce masonry.
-Spark arrestor required.
-Foundation Plan for fireplace.
For factory built metal fireplace:
-Specify manufacturer, model and ICC/UL number.
- Note on the plans: "Factory built metal fireplace installation and use shall be in accordance with
its listing."
Show location of underfloor access crawl hole (18 x 24 inches). Note on drawings: "Truss supplier shall submit calculations and shop drawings signed by a registered civil engineer to the responsible project designer who agrees to review the shop drawings for acceptance prior to fabrication. Shop drawings and calculations shall be submitted to the Building Safety Division for acceptance after the responsible project designer has noted his/her acceptance and prior to fabrication.”
Truss drawings must reflect compliance with CBC Sections:
-Plans, structural calculations, and specifications must be prepared by a California registered civil
engineer.
-Regulation of prefabricated construction including required inspections and certifications.
-Connectors and fasteners shall be installed in accordance with CBC Chapter 23.
-The ICC approved agency number must be noted on shop drawings.Correct the references for cross sections from A-02 to A-04. See red marks on sheet A-02.The architectural plans on sheets A-04 calls for Roof Trusses designed by Truss Company, however, the structural calculations and drawing shows conventional framing for roof areas. Please coordinate the plans and omit the system that will not be used.The 2 X 8 @ 16” O/C RR over the kitchen is over span and the detail 7/SD-2 does not show any kicker. Upgrade these RR’s or show the kickers on the detail.For detail # 7/SD-3, show how ceiling joists are spliced/ overlapped.The detail # 12/ SD-3 does not show actual framing conditions. Revise the detail to show actual framing condition.Provide footing for all bearing walls. See red marks on sheet S-1.1 for missing footings. Roof Dead Loads are calculated as 21 PSF on sheet 2 of calculations, but calculations for RR and BM is using 15 PSF for roof DL. See red marks on the calc. Revise and resubmit.The calculation for FJ-1 on sheet 16 shall be up dated per red marks on the calc.See red marks on the following sheets of plans: A-01, A-02, A-03, A-04, S-1.1, S-1.2, SD-1, and SD-2. Please resubmit the marked up plans and calculation with the revised plans and calc for recheck.