HomeMy WebLinkAbout266774_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:
101104116
PROJECT ADDRESS:
1906 N Linwood Ave
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
7/22/2020
INITIAL REVIEW
8/6/2020
EXPIRATION
1/18/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Araceli Maciel
3.
TEL:
(714)285-1121
FAX:
VALUATION: $50,000.00
EMAIL:
aadrafting@msn.com
FLOOD ZONE: X-0602320163J
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.
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).
Sheet A-1:
Please provide an on-site drainage plan showing surface water flow slope and pattern away from building foundation wall (5% minimum) and away from the adjacent property.
Sheet A-2:
Window 10 adjacent to new tub – please specify tempered glass.
Door landing: Please show minimum 36” landing, measured in the direction of travel.
Structural Comment
Detail 5/S-3: Please revise detail to show pad footing embedded minimum 18” below finish grade.
Patio rafters: Please clearly specify DF#1 for both rafters (match calculation).