HomeMy WebLinkAbout292188_1_Corrections.docxSPC
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:
103111837
PROJECT ADDRESS:
2770 S Harbor Blvd Unit# C
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
UnKnown
OCCUPANCY CLASSIFICATION(S):
UnKnown
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/30/2022
INITIAL REVIEW
9/12/2022
EXPIRATION
2/26/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Andrew Hoang
3.
TEL:
(949)558-4679
FAX:
VALUATION:$1,000.00
EMAIL:
andrew@alkaproductsllc.com
FLOOD ZONE:X-0602320258J
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).
Building Info:
Occupancy type
Construction type (s)
Total area and aggregate areas
Number of stories
Occupant Load (s)Fire Sprinkler – typeScope-of-Work: Show the complete Scope-of-Work on the plans per the permit application. Plan review is subject to the Scope-of-Work on the permit application and any work not part of the Scope-of-Work (Project Description) shall be deleted or marked as “Existing”.Table of Contents:Provide a Table of Contents (Sheet/Drawing Index) in accordance with the sheet numbers.Applicable Codes: Add a note that the applicable Codes are: 2019 CBC Code, and City of Santa Ana Municipal Code.Provide a site plan.Submit fully dimensioned plot plan including:Width of front, rear, and side yards. Clear width is measured from property line to building face or edge of floor overhang or edge of overhang of usable space below roof, canopy, porch, or covered walks.Location of the tenant space within the building.Please Show:Accessible parking stallsserving the tenant space (CBC 11B-208, 11B-502)Lot lines.North ArrowsStorage racks shall be designed in accordance with ANSI/RMI and ASCE 7-16.CBC Section 1705.12.7, Storage racks and access floors. Periodic special inspection is required during the anchorage of access floors and storage racks 8’ or greater in height in structures assigned to Seismic Design Category D, E or F.Note on the drawings locations and inscriptions of 50 square inch minimum size permanent plaques installed in conspicuous locations, showing the maximum permissible unit load in clear, legible print.Show rack profile in the structural calculation for each type of rack. Show applied dead load and justify seismic weight Wp from each level on each rack. Show Wp and H on each level. Please clarify in your structural calculation to obtain horizontal seismic force and uplift force.Provide rack member design for beams, columns, diagonal bracing and connection at the joints. Provide specification of members and connection details on plan and provide structural calculations.Lower portions of posts exposed to damage by forklift trucks or other moving equipment shall have protective devices. If not so protected, at the option of the building official, the rack structure may: (1) be designed to maintain its full design load capacity at allowable stresses with the exposed post capacity reduced by one-half or (2) be designed to maintain its full design load capacity at 50 percent increased allowable stresses with the exposed post assumed to have no carrying capacityProvide anchor bolt and base plate design at the bottom of the rack columns.Steel storage racks and their anchorage, where the importance factor is equal to 1.5 inaccordance with Section 15.5.3 of ASCE 7.Design forces shall be determined using load combinations with overstrength factor 2.0Anchorage of steel storage racks to concrete shall be in accordance with the requirements of Section 15.4.9 of ASCE/SEI 7. The bottom of all posts shall be furnished with bearing plates. Drive-in, drive-through, and stacker racks shall be anchored to the floor by anchor bolts capable of resisting the horizontal shear forces caused by the horizontal and vertical loads on the rack.Justify existing concrete slab bearing and slab thickness at the bottom of the rack columns.Show on plan that required separation between racks and exterior wall.Update design data on sheet S1 and S2 to have correct seismic parameters and applicable version of CBC and ASCE 7.END OF COMMENTS