HomeMy WebLinkAbout155542_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
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 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.
- Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
Projections, including eaves, shall be of one-hour fire-resistive construction, heavy timber or of noncombustible material if they are less than 3’-4” from a side or rear property line. (704, T704.8) Show dimensions on the roof and site plan.For roof covering specify:
-Roof coverings shall have at least a Class "C" rating. (1505)
Exterior glazed openings (including skylights) of habitable rooms must be minimum 8 percent of the room floor area. (1205) Existing living room as modified does not comply. Provide a minimum of 38 S.F. of window area for this room.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.
Show location of 20 x 30 inch attic access with 30-inch minimum headroom. (1209.2)
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 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”.
Regardless of the occupant load, there shall be a floor or landing on each side of a door. The floor or landing shall not be more than one-inch lower than the threshold of the doorway. Landings shall be level except for exterior landings, which may have a slope not to exceed 1/4 unit vertical in 12 units horizontal (2% slope). (1008.1.6)
-A door may open at the top step of an interior flight of stairs, provided the door does not swing
over the top step.
-A door may open at a landing that is not more than 7¾ inches lower than the floor level provided
the door does not swing over the landing.
-Screen doors and storm doors may swing over stairs, steps or landings.
For plywood roof diaphragms, specify thickness, grade, panel span rating, and nailing schedule. (2305.2, 2305.3, 2306.9. and T2306.4.1)
Section 1707.3 for special inspection when nailing spacing of 4” of less is specified for shear walls or roof diaphragm. 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)
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)
Detail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603). Provide complete detail/s.
Provide foundation for 4x6 post when vertical loads of 6859lb per structural calculations are imposed from beams. Submit calculations for design and justification.