HomeMy WebLinkAbout160830_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:
PROJECT ADDRESS:
PLAN CHECK ENGINEER:TEL:714FAX:714
647-5897
TYPE OF CONSTRUCTION:
OCCUPANCY CLASSIFICATION(S):
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
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.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).
- 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.
Show assumed property line between garage and house.
Provide west elevation for the garage to show if there is any opening.
Exterior walls of detached garage/carport less than 5 feet from property line shall have one-hour fire-resistive construction on the exterior side with openings complying with 704.Dimension roof overhangs showing compliance with CBC Section 704.For roof covering specify:
-Roof slope(s) of all areas on the roof plan. (1507)
-Type/manufacturer and International Code Conference (ICC)/Underwriters Laboratories (UL)
number of shingle/tile roof. (1506)
-Roof coverings shall have at least a Class "C" rating. (1505)
Galvanized sheet metal (26 gauge min.) roof valley flashing is required. (1507.2.9)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 (1026):
CAUTION: Using minimum clear openable height with the clear openable width will yield only 3.3 square feet and not the minimum 5.7 square feet required. Be especially careful with double-hung windows. Also, when the emergency escape window is below ground level refer to CBC Section 1026.5 for additional requirements.
-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 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.
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)
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 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”.
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 at 24 " o.c. over exceed the allowable span for grade. [T2308.10.2(1)-(2)]
Note on the plans: "Roof diaphragm nailing to be inspected before covering. Face grain of plywood shall be perpendicular to supports."
Provide a minimum of two No. 4 bars at top and at bottom of continuous footing. (A104.1)
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)
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. (1805.6, 2305.3.11 and 2308.6)
Detail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603)
Provide detail for the post-installed anchor bolts for the shear walls.
Provide shear walls at the 4 sides of the additions.
Change the girder under t he bearing wall to 4x8 or provide engineering .
Clothes dryer located in an area that is habitable or containing other fuel burning appliances shall be exhausted to the outside. Exhaust duct must be 4 inches in diameter and length is limited to 14 feet with 2 elbows. The duct length shall be reduced by 2 ft. for every elbow in excess of two. (MC 905.2 and 504.3.2.2)