HomeMy WebLinkAbout156158_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:
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).
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.]
Please revise square foot of new addition to reflect 696 sf.
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).
- School District Compliance Certificate; and a copy of the building permit application, signed by
the plan check engineer, shall be required by the School District to verify the scope of the work.
Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper.
Galvanized sheet metal (26 gauge min.) roof valley flashing is required. (1507.2.9)
Specify approved weatherproof walking surface material at decks and balconies. (2304.11)
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)
For the porch.
Roof purlins shall not be smaller than the rafter they support. The maximum span for 2 x 4/2 x 6 inch roof purlins is 4/6 ft. respectively. For purlin supports, provide struts not smaller than 2 x 4 inch with an unbraced length not over 8 feet and not flatter than 45o from the horizontal to bearing walls or partitions. (2308.10.5)
The double 2" x 6" floor joists over exceed the allowable stress from roof load , provide footing under bearing wall, or provide engineering to change the size of the girders and pad footings.For plywood floor diaphragm specify thickness, grade, T&G edges, panel span rating, nailing schedule and panel layout pattern. (A106.1.1, 2305, T2305.2.3, 2306.3, T2306.3.1, and T2306.3.2)Call out foundation bolt size (5/8” minimum diameter) and spacing on foundation plan. The foundation bolts shall be 5/8 inch minimum diameter embedded at least 7 inches into the concrete or masonry foundation spaced not more than 6 feet apart. (2308.6)Show the location of existing under floor access.
Walls braced to resist wind and seismic forces shall not exceed the following height to width ratios: 2 for 1 for plywood. Framing members or blocking shall be provided at the edges of all sheets in shear walls; 2 to 1 for gypsum wallboard and Portland cement plaster (stucco). Wall sections having height-
to-length ratios in excess of 1 ½ to 1 shall be blocked. (2305, T2306.4.1, T2305.3.4, 2505)( Each panel shall be min 4’-6” wide)
Provide interior shear wall every 25 feet.
Provide detail for post installed anchor bolts.
Detail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603)
Provide drag strut at all opening to shear walls. Show detail of strut and top plate connection. (1603)
Change the header at the master bedroom to 4x6 or provide engineering to justify it.
The dwelling shall have water closets (toilets) which use no more than 1.6 gallons per flush. (PC 402.2)