HomeMy WebLinkAbout152883_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:
APPLICATION
INITIAL REVIEW
EXPIRATION
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
3.
TEL:
FAX:
VALUATION:
EMAIL:
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 [NumberOfPlans] corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only.
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.
Specify finish floor elevation of first floor.
Galvanized sheet metal (26 guage min) roof valley flashing is required.
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. (PC 407.6)
Sliding glass doors (patio type) shall have Category II classification per CBC section 2406.1.
Glazing inbathroom , next to bathtub shall have Category II classification per CBC Section 2406.1.
Provide fire blocking in concealed spaces of studs walls and partitions, at 10 ft. (for full height studs).
Note on the plans: "Roof diaphragm nailing to be inspected before covering. Face grain of plywood shall be perpendicular to supports."
Note the use of full-length studs (balloon frame) on exterior walls of rooms with vaulted ceiling. (2308.9.1, T 2308.9)
Sill plates supporting shear walls with lateral loads greater than 350 pounds/foot require a 3-inch nominal or greater member. (T2306.4.1, Footnote i)
½ inch drywall doesn’t span 24inch, provide 5/8 inch drywall.
Shear wall on east side is half of the shear walls on west side . Since garage is on east side either make entire east wall of Sfd as a shear wall or provide calculation to include garage, to justify total of 8 feet shear wall. And provide a key plan to show grid line for the shear walls.