HomeMy WebLinkAbout264828_2_Corrections.docxPARKING GARAGE
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:
101103614,615 & 617
PROJECT ADDRESS:
2737 N Main Place Dr
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
II B
OCCUPANCY CLASSIFICATION(S):
S-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/8/2020
INITIAL REVIEW
7/7/2020
EXPIRATION
12/5/2020
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Javier Hernandez
3.
TEL:
(949)263-5526231
FAX:
VALUATION: $12,000,000.00
EMAIL:
javierh@pds-jv.com
FLOOD ZONE: X-0602320163J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSThe 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.
- Fire Department approval on the corrected/final sets of drawings ((714)573-6100)
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)
- Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by
the Public Works Agency (647-5039)2ndPLAN CHECK CORRECTIONS:For parking garage (building permit 101103614):Architectural: Drawings shall be signed and dated by the architect in record near his/her stamp.Green: Sheet A0.06. Refer to calgreen checklist item #6. Show compliance of light pollution reduction on plan.Structural: Refer to detail 5/S4.8. Provide calculation to justify 8” CMU wall and #6 @ 16” o.c. vertical reinforcement in the CMU stem wall. This detail shows the maximum CMU wall height is 7 feet. However, the calculation provided in the previous plan check response shows only 5 feet design height.Structural: Submit 2 copies of complete and updated structural calculation. Staple all pages and all added calculation in the plan check response in the same book for review and final approval.For trash enclosure (building permit 101103615):Architectural: Drawings shall be signed and dated by the architect in record near his/her stamp.Structural: Sheet S2.11. Provide lateral design and calculation on the loading dock structure on grid line 2:Please use the suitable R value for cantilever column system for lateral resisting system. (ASCE 7 Table 12.2-1). Design concrete grade beam to support the lateral force from cantilever steel columns. Verify the grade beam elevation not to interrupt the loading dock traffic.For light standards (building permit 101103617):Architectural: Drawings shall be signed and dated by the architect in record near his/her stamp.Architectural: Sheet E101. Light standard shall be UL listed. Provide UL number on the drawing.Architectural: Submit 2 copies of 8.5”x11” size light standard specification showing dimensions and weight of light assembly and light pole for structural plan review.Structural: Sheet E101. Provide structural calculation to verify light pole base detail 1. Design light pole connection to the concrete footing and design the concrete footing to support vertical and lateral forces. Calculation shall be prepared, stamped, dated and signed by a licensed civil, structural engineer or licensed architect.