HomeMy WebLinkAbout264202_2_Corrections.docxTENANT IMPROVEMENT
PLAN CHECK COMMENTS
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:
101103464
PROJECT ADDRESS:
2828 W Fifth St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/16/2020
INITIAL REVIEW
4/23/2020
EXPIRATION
9/12/2020
RECHECKS:
1.06/05/2020
PROJECT APPLICANT CONTACT PERSON:
2.
John Etchells
3.
TEL:
(209)496-6232
FAX:
VALUATION: $25,000.00
EMAIL:
jetchells@1stle.com
FLOOD ZONE: X-0602320256J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
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.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.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.
Ballasted PV Systems:
Provide analysis of the uplift of an individual ballast, using the design wind pressure on effective wind area corresponding to the tributary area to that ballast.
Provide analysis of the sliding of the entire array, using the design wind pressure on the effective wind area of the entire array, or separate part of the array that is interconnected such that the modules slide together.
Provide Electrical connections and wiring in a ballasted system that is designed to accommodate movements within the system.
Provide adequate clearance between rows of solar arrays to avoid collision between arrays.
The coefficient of friction should be determined by experimental tests conforming to ASTM G115, Standard Guide for Measuring and Reporting Friction Coefficients.
According to the statement, the Vector Engineers is not responsible for ballasted PV system design. The ballasted structural design package, structural calculation and plans,including sheet S1.0 and S1.1, shall be reviewed, approved, stamped, signed and dated by the structural engineer of record, licensed in the State of California.
*** There is no plan check comments marked on the plan.
***We accept plans drop off for correction resubmittals only (not revisions). It is between 9 am and 11 am from Monday through Thursday (No Friday). No appointment is needed. You can access to the drop-off location outside the building, located at the south entrance of the city hall by the information desk. Please call (714) 647-5800 for permit issuance and payment information, and for all building related questions or if you need assistance to find the drop-off location.