HomeMy WebLinkAbout215030_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:
10188275
PROJECT ADDRESS:
1247 E Fourteenth St
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
2/17/2016
INITIAL REVIEW
2/29/2016
EXPIRATION
8/15/2016
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Al Maciel
3.
TEL:
(714)835-1428
FAX:
VALUATION: $60,982.00
EMAIL:
aadrafting@msn.com
FLOOD ZONE: X-0602320163J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2013 California Residential Code (CRC); 2013 California Building Code (CBC); CMC = 2013 California Mechanical Code; CPC = 2013 California Plumbing Code; CEC = 2013 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 3corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2013 California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review.
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.In addition to other fees, a "Park Acquisition and Development Fee" in the amount shown below shall be required pursuant to a resolution of the City Council for the Recreation and Community Services Agency; net addition of ________ bedroom(s).Amount of $5,233.96; net addition of 4 bedroomsAmount of $4,726.87; net addition of 3 bedroomsAmount of $3,523.12; net addition of 2 bedroomsAmount of $2,644.15; net addition of 1 bedroomSheet A-1Sheet Index shows sheet “A4”. However, sheet “A4” is missing on plan.Please include sheet “S-4” under Sheet Index.Use arrows to show drainage pattern away from the proposed construction. Minimum slope shall be 2% grade.Site plan indicates five-foot fire separation distance between exterior wall and property line. Provide an one-hour eave-protection detail where the roof over-hang is within 3 feet of the property line.Please revise the square-footage of the proposed addition under Scope of Work.Floor area of the “Footprint” and floor area of “Total Construction” does not match. Please verify.Please see attached CAL-Green Residential check list and attach forms as part of construction document.Sheet A-2Provide cross-sectional drawing across the patio, new bathroom, and new bedroom.Provide cross-sectional drawing across the kitchen and patio.Provide cross-sectional drawing across the garage, the closet, and the bedroom.Sheet S-2Show collector-load transfer along grid-line “4”. Provide horizontal straps at across two- 4x12 headers to the 14 foot shear-wall.Provide ceiling joists overlap detail at wall between the closet and laundry room.Detail “18/S3” located between the 6x12 drop-beam and exterior wall shows a “Ridge” roof type condition. However, architectural drawings show at continuous roof-sloped condition. Revise drawing and show structural connection detail as “similar”.At the end of the 6x12 dropped beam. The support condition shows “4x6 KP”. However, it appears the support post extend continuously to the footing with a 30 inches square pad footing support. Verify shear-wall length between grid-line “B” and grid-line “1”.Sheet S-3Detail 12 shows 4 inches thick concrete slab. However, foundation plan shows 5 inches thick slab. Verify discrepancy.Specify connection between roof joist and dropped-beam on detail 17.Sheet T-24Provide signatures on page 6 of 6.The insulation value at ceiling below attic is R-51. This value is unusually high. Please verify design or provide product specification-sheet with tested insulation value.