HomeMy WebLinkAbout265110_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:
101103671
PROJECT ADDRESS:
1810 1/2 W Pendleton Ave
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
5/28/2020
INITIAL REVIEW
6/15/2020
EXPIRATION
11/24/2020
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Isis Rafael
3.
TEL:
(909)917-8469
FAX:
VALUATION: $8,000.00
EMAIL:
realconceptsassociates@yahoo.com
FLOOD ZONE: X-0602320259J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 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.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.
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.
Plan check comments:
Architectural
Sheet A-1. Under building analysis area, revise the applicable code version to 2019.
Sheet A-1. Under building analysis area, revise the occupancy group to R3.
Energy
Sheet T-24.1 and sheet T-24.2. This project is submitted after January 1, 2020. The submitted energy analysis is based on 2016 version which shall be updated to comply with 2019 version of the Calfiornia Energy Code. Please update the energy design and incorporate all pages of signed CF-1R form into the drawings.
Add note to sheet A-2 that new windows in the ADU shall have maximum U-factor: 0.30 and maximum SHGC: 0.21.
Add note to sheet A-2 that the 4 existing windows to be legalized in the existing house shall have maximum U-factor: 0.40 and maximum SHGC: 0.35.
Green
The mandatory provision of chapter 4 of the 2019 California Green Building Standards Code shall be applied to alteration of existing garage where the alteration increases the building’s conditioned area, volume or size.
Fill out the checklist and certificate forms (2019 version) and incorporate into the drawings. Identify all applicable items. Some items may not apply to interior alterations. The new forms are attached with the plan check comment email.
Sheet A-2. Under water efficiency notes:
Revise water flow to 1.8 gpm maximum for both single and multiple shower heads.
Revise water flow to 0.2 gallons maximum per cycle for metering faucets.
Structural
Sheet S-1.Specify vapor retarder at the bottom of the new floor slab per CBC Chapter 19 and CALGreen or provide method of sealing exiting concrete slab with approved third party test report number.
Sheet S-1. Detail 3. Review and revise shear wall sill plate anchorage. The specified Simpson Titan shall have sufficient length per IAMPO ER-0493 through concrete joint and embedded into existing concrete footing, the embedment through new 4” non-structural concrete slab does not counted as part of the required embedment.
Sheet S-1. Grid line 1 of the roof framing plan. For shear wall design force around the opening, the provision of 2015 SDPWS section 4.3.5.2 shall apply. Provide detail to show design of collectors around the window opening. Collectors for shear transfer shall be provided through the full length of the force-transfer shear wall.
Sheet S-1. Detail 5. Clarify the note stating subgrade per soils engineer?