HomeMy WebLinkAbout286463_1_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:
101110102
PROJECT ADDRESS:
1325 E Seventeenth St
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
II B
OCCUPANCY CLASSIFICATION(S):
A-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/14/2022
INITIAL REVIEW
4/26/2022
EXPIRATION
10/11/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Marissa Alvarado
3.
TEL:
(626)334-5600
FAX:
VALUATION: $20,000.00
EMAIL:
marissa@bksigns.com
FLOOD ZONE: X-0602320163J
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 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment.Please return marked up set of drawings with corrections.Comments have been provided on drawing and calculation hard copies in relation to all comments below. These may be picked up at Building and Planning department at applicants’ discretion.DrawingsSheet 13 of 16Coordinate Clearance Sign baseplate and anchorage with structural drawings.Sheet Structural Drive-Thru Canopy Sheet 1 of 2Provide (3) ties at top 5” of foundation per ACI 318 Section 10.7.6.1.5.Ties provided in foundation are to be circular or spiral in pier foundation.Sheet Structural Drive-Thru Canopy Sheet 2 of 2Verify 5/16” weld at 1/4” HSS post to cap plate and baseplate.Provide (3) ties at top 5” of foundation per ACI 318 Section 10.7.6.1.5.Sheet Structural Clearance Bar Sheet 1 of 1Provide (3) ties at top 5” of foundation per ACI 318 Section 10.7.6.1.5.Ties provided in foundation are to be circular or spiral in pier foundation.Coordinate anchor bolt size with design sheets.Sheet Structural Directional Sheet 1 of 1Provide (3) ties at top 5” of foundation per ACI 318 Section 10.7.6.1.5.Ties provided in foundation are to be circular or spiral in pier foundation.CalculationsDrive-Thru Canopy Anchorage Calculations: Please justify using rebar to eliminate concrete breakout with requirements per ACI 318 Section 17.5.2.1.(End of Comment)