HomeMy WebLinkAbout220880_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:
10190117
PROJECT ADDRESS:
1321 S Olive St
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
7/21/2016
INITIAL REVIEW
8/8/2016
EXPIRATION
1/17/2017
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Nick Abboud
3.
TEL:
(562)706-9781
FAX:
VALUATION: $13,830.00
EMAIL:
nabboud963@hotmail.com
FLOOD ZONE: X-0602320257J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2013 California Residential Code (CRC); 2013 California Building Code (CBC); CMC = 2013 California Mechanical Code; CPC = 2013 California Plumbing Code; CEC = 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) 647-5812 for an appointment.
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.
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 work agency approval (647-5039)
- Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper.
Provide eave / overhang / projection setback to all property lines.
Show location of heater on the floor plan.
Existing computer room doesn’t have window?All new construction, interior or exterior alterations, repairs, or additions requiring a permit and having a valuation in excess of $1,000, or when one or more sleeping rooms are added or created, the entire dwelling shall be provided with smoke detectors located as required for a new dwelling. (CRC R314.3) Smoke alarms shall be installed in the following locations:
- In each sleeping room.
- Outside each separate sleeping area in the immediate vicinity of the bedrooms.
- On each additional story of the dwelling, including basements and habitable attics but not
including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split
levels and without an intervening door between the adjacent levels, a smoke alarm
installed on the upper level shall suffice for the adjacent lower level provided that the lower
level is less than one full story below the upper level.
- When more than one smoke alarm is required to be installed within an individual dwelling
unit the alarm devices shall be interconnected in such a manner that the actuation of one
alarm will activate all of the alarms in the individual unit.Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than a 5/8-in type X gypsum board. (CRC R302.6) Provide a section of stairway showing a maximum rise of 7.75 inches and a minimum run width of 10 inches for straight stairways. The maximum difference between the stair risers and treads shall not be greater than 3/8”. (CRC R311.7.4) On foundation plan, identify if it is raised floor or concrete slab, for either of them provide complete detail.Framing plan and foundation plans are not complete.
Foundation and floor slabs on expansive soil shall conform as follows, unless approved soil report indicates soil is not expansive by the Expansion Index Test method, or recommends other details (1808.6 ):
- Continuous footings under exterior walls and interior bearing walls extending below grade 24" and
18" respectively and below foundation wall crawl hole. Piles or piers are permitted without
interconnected grade beams to support first floor loads only. Pad footing located under a reinforced
slab within the confines of a perimeter footing need not be connected by a grade beam.
- Two continuous No. 4 bars 4 inches from bottom and two continuous No. 4 bars 4 inches from top of
foundation.
Detail the shear transfer connections which transfer lateral forces from horizontal diaphragms through intermediate elements and shear walls to the foundation. (1603)
Detail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603)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 (CBC 107.1):
- 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 and shall not exceed CBC
Section 2308.10.4.2 allowances.
- 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. (2308.9.10 and 2308.9.11)All wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8” to the exposed ground shall be pressure treated or naturally durable to decay. (CRC R317.1 (2))
Identify structural design data on plans per CBC 1603.1 such as floor live load, roof live load, roof snow load, wind design data, earthquake design data, geotechnical information, etc.
Specify the size, spacing and direction of rafters.
Show size, spacing, support points and direction of floor joists.
For plywood roof and floor diaphragm specify thickness, grade, T&G edges, panel span rating, nailing schedule and required blocking and panel layout pattern.
Detail the shear transfer connections which transfer lateral forces from horizontal diaphragms through intermediate elements and shearwalls to the foundation.
Detail how the interior shearwalls are connected to the roof diaphragm.
Identify hip sizes. Provide support detail for hip beam and ridge beam.
Show size of the new ridge beam or board, roof rafter and Ceiling joists.
Show existing roof framing.
Show new roof framing.
Show how existing roof is being drained after new ridge installation.
Provide calculation for lateral resistance and provide shear walls accordingly.
Show Radiant Barrier, Cool Roofing, Duct Ceiling as required by the 2008 California Energy Residential Manual for prescriptive Package A. All new windows and doors shall have a label indicating the U-factor and SHGU. Comply with energy documentation requirements.Revise framing plans to indicate insulation for walls R=13, ceiling R=30, and raise floor R=19 climate zone 8. (2013 CESC 150) Please fillout attached SB407 form and copy it on the drawings.Please be advised framing plan and foundation plan are not complete, additional comments might be given at the time of resubmittal.