HomeMy WebLinkAbout259117_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:
101101819
PROJECT ADDRESS:
2018 W Eleventh St
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830
EMAIL:
aso@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/11/2019
INITIAL REVIEW
11/19/2019
EXPIRATION
4/8/2020
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Nhat Duong
3.
TEL:
(714)588-1719
FAX:
VALUATION: $15,000.00
EMAIL:
duongbaonhat@yahoo.com
FLOOD ZONE: X-0602320144J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2016 California Residential Code (CRC); 2016 California Building Code (CBC); CMC = 2016 California Mechanical Code; CPC = 2016 California Plumbing Code; CEC = 2016 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 2010California 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.Sheet A-1On the site plan, cross reference the one-hour fire protection detail at the eave of the proposed storage building where fire separation distances are less than 5 feet between property line and the eave.On the enclosure patio floor plan, specify exterior landing and dimensions at door “A” and door “B”.Sheet A-2On patio framing plan, specify connection detail between Simpson strong wall and existing roof framing.On patio foundation plan, specify the type of post-installed anchor bolt and the Simpson strong wall. Detail 1 on sheet SSW1 shows a standard anchorage for non post-installed connection. In addition, specify minimum footing size and edge distance at the Strong Wall.Sheet A-3Revise the correction detail reference number on foundation plan.Show concrete landing on the foundation plan.Specify hold-down detail and location on foundation plan.Cross reference all structural details on foundation and framing plan.Provide structural calculations on the storage structure. Justify the 2-foot shearwall design without hold-downs.Detail 5 and 6 show one rebar at top and bottom of the footing. Foundation plan specifies 2-#4 top and bottom. Verify discrepancy.Detail 5 references anchor bolt “SSTB24” but detail 6 reference anchor bolt “SSTB16”. Verify discrepancy.Cross reference detail 5 on foundation or framing plan.