HomeMy WebLinkAbout254383_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:
101100281
PROJECT ADDRESS:
2501 S Linda Way
PLAN CHECK ENGINEER:
Heidari, FredTEL:714
647-5862FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
5/30/2019
INITIAL REVIEW
6/17/2019
EXPIRATION
11/26/2019
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Bau Pham
3.
TEL:
(909)538-7067
FAX:
VALUATION:$40,000.00
EMAIL:
bao@bdpeng.com
FLOOD ZONE:X-0602320259JAll 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 3corrected sets of plans.
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.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. (See CRC Section R314.2.2)Show location(s) of carbon monoxide alarm(s) on the floor plan. . (See CRC Section R315.2.2)
Show location of 20 x 30 inch attic access with 30-inch minimum headroom.
Provide construction details for replacing 6 roof trusses to show field conditionsfor this project.Showing framing, interior/exterior sheathing, plate heights, insulation, foundation, finish grade, etc. (Detail 1/SD-1 is a general detail and does not show the field condition for this project also, see other red marks on sheet “S-1” for other needed details).
Provide detail for “CALIFORNIA FRAMING” on the drawing.Since the trusses are to be 24” O.C. please verify the thickness of proposed drywall for ceiling. (½” or 5/8” drywall).
Note on the plans: "Roof diaphragm nailing to be inspected before covering. Face grain of plywood shall be perpendicular to supports."
Show blocking or other method for transferring the lateral loads between existing roof plywood and new plywood over the new trusses.Provide construction detail to show this condition.Note on drawings: "Truss supplier shall submit calculations and shop drawings signed by a registered civil engineer to the responsible project designer who agrees to review the shop drawings for acceptance prior to fabrication. Shop drawings and calculations shall be submitted to the Building Safety Division for acceptance after the responsible project designer has noted his/her acceptance and prior to fabrication.”
Truss drawings must reflect compliance with:
-Plans, structural calculations, and specifications must be prepared by a California registered civil
engineer.
- Regulation of prefabricated construction including required inspections and certifications.
-The ICC approved agency number must be noted on shop drawings.
-Note: If the responsible project designer declines to agree to review shop drawings, complete
structural calculations and drawings for trusses shall be submitted for review and acceptance by the
Building Safety Division prior to issuance of permits for the subject project.