HomeMy WebLinkAbout159834_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:
PROJECT ADDRESS:
PLAN CHECK ENGINEER:TEL:714FAX:714
647-5897
TYPE OF CONSTRUCTION:
OCCUPANCY CLASSIFICATION(S):
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
480 sf addition
INITIAL REVIEW
EXPIRATION
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
3.
TEL:
FAX:
VALUATION:
EMAIL:
FLOOD ZONE:
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2007 California Building Code (CBC); MC = 2007 California Mechanical Code; PC = 2007 California Plumbing Code; EC = 2007 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 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 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 2010 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.All persons preparing plans for others shall sign those plans. Business and Professions Code Chapter 3, Division 3, Section 5536.1 (a).Include address and telephone number of the responsible designer and date of signing of drawings.
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).
Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper. Show the complete legal description and assessor's parcel number on the plans.Change type of occupancy to reflect R3.Change type of construction to reflect VB.Dimension roof overhangs showing compliance with CBC Section 704.For roof covering specify:
-Type/manufacturer and International Code Conference (ICC)/Underwriters Laboratories (UL)
number of shingle/tile roof. And weight of the roof.
-Roof coverings shall have at least a Class "C" rating.
Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. (For cricket)
Clarify slope of the roof. If it is 6:12 , elevation shall reflect it.
Galvanized sheet metal (26 gauge min.) roof valley flashing is required. (1507.2.9)
Bathrooms, laundry rooms, water closet compartments and similar rooms shall be mechanically ventilated in accordance with the Mechanical Code. (1203.4.2.1)Show the location(s) of hard-wired smoke detector(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 and basement, on the upper level of split level stories, and both levels if sleeping area is on lower level; a detector shall be located in close proximity to the stairway when sleeping rooms are on the upper level. (Battery-operated smoke detectors are permitted in existing construction only.) Refer to CBC Section 907.2.10 and the CA Fire Code. And also Carbon Monoxide Alarm.
Glass and glazing for the shower and the windows next to the tub shall be tempered.
Provide full height cross sections through the building showing framing, interior/exterior sheathing, plate heights, insulation, foundation, finish grade, etc. (A106.1)
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 (A106.1):
-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)
-Header and trimmer details for doors and windows are to be shown with full length trimmers,
specifying the size of the header and trimmer. (2308.10.4.3)
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. (1204)
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.
-Also, submit 2 copies of signed Energy Efficiency calculations.
-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 (2008 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.
-The energy plan check consultant must also complete the attached “Energy Conservation
Plan Check Consultant Qualification Statement”.
-Please refer to attached Residential Lighting Design Guide and revise drawings to show
compliance.
Show Radiant Barrier, Cool Roofing, Duct Ceiling as required by the 2008 California Energy Residential Manual for prescriptive Package D.
Show maximum 44” sill height for the master bedroom.
Window # A in master bedroom doesn’t match west elevation , please clarify.
Show size of the window in bathroom #2 and , size of the openable area.
Provide a complete full-height section and details of stairway showing:
- Maximum rise of 7¾ inches and minimum run (tread) of 10 inches. (1009.3)
Show minimum 22” x 30” attic access with clear 30” headroom on the floor plan.
The size of ridge board, valley or hip members shall not be less than the cut end depth of the rafter. (2308.10.4)
The 2”x 6” ceiling joists @24” O.C over exceed the allowable span for the mentioned grade. Both at the garage and SFD.
1/2 “ drywall cannot span 24”, provide minimum 5/8 “ drywall.
Note on the plans: "Roof diaphragm nailing to be inspected before covering. Face grain of plywood shall be perpendicular to supports."
The 4“ x 12" beam at Family room exceeds the allowable stress for grade. Provide engineering to justify.
The 4“ x 10" beam at bedroom exceeds the allowable stress for grade. Provide engineering to justify.
Foundation sections 12/15/18 inches wide, 6/6/8 inches thick and a minimum 12-inch depth below natural ground surface or certified fill grade are required. Wood framing members, including wood sheathing, that rest on exterior foundation walls and are less than 8 inches from exposed earth, shall be of naturally durable or preservative-treated wood. (T1805.4.2, 1805.2, and 2304.11.2.2)
Provide a minimum of two No. 4 bars at top and at bottom of continuous footing. (A104.1)
Provide interior shear wall.
The proposed structural design is inadequate to resist lateral forces, provide length of the shear walls based on CRC 2010, table 602.10.12.1 or provide engineering to justify.