HomeMy WebLinkAbout274992_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:
103106651
PROJECT ADDRESS:
1360 S Ritchey St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III B, SPK
OCCUPANCY CLASSIFICATION(S):
B, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
5/17/2021
INITIAL REVIEW
6/22/2021
EXPIRATION
11/13/2021
RECHECKS:
1.12/14/2021
PROJECT APPLICANT CONTACT PERSON:
2.
Milan Uhlir
3.
TEL:
(714)444-4700
FAX:
VALUATION: $100,000.00
EMAIL:
milan@milandesignusa.com
FLOOD ZONE: X-0602320277J
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.Please return marked up set of drawings with corrections.Include address and telephone number of the responsible designer, and date of signing of drawings.This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, fire sprinkler systems, and electrical work. Call 647-5800 for information.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.
- Fire Department approval on the corrected/final sets of drawings ((714)573-6100)
- Public Works Agency approval (647-5039)Sheet T-1. A photo image is not qualified as 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.Each tenant unit, area separation and demising walls separating each tenant.Location of the tenant space within the building.Accessible parking stalls (CBC 11B-208, 11B-502)Accessible routes within the boundary of the site from public transportation stops, accessible parking and accessible passenger loading zones, and public streets or sidewalks. (CBC 11B-206)Scope-of-Work: Show the complete Scope-of-Work on the cover sheet 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”.Indicate Occupancy Group on the cover sheet. (CBC chapter 3)Provide a fully dimensioned floor plan, drawn to scale, showing the size and use of all rooms or areas within the space being improved, modified, altered or converted to a different use/occupancy class.Sheet A-3. Add number on each detail.PC2: Per your response, sheet A-3 is removed. However, a few details (e.g. exit signs) on sheet A-1 refers to detail on A-3. Submit this sheet or provide the as part of the plans.Sheet A-3. Cross-reference the applicable details into the floor plan. Delete details which do not apply to this project.PC2: Per your response, sheet A-3 is removed. However, a few details (e.g. exit signs) on sheet A-1 refers to detail on A-3. Submit this sheet as part of the plans.Sheet A-3. Add mounting height for wall-mounted signage (restroom and exit sign). Tactile characters on signs shall be located 48 inches minimum above the finish floor or ground surface, measured from the baseline of the lowest Braille cells and 60 inches maximum above the finish floor or ground surface, measured from the baseline of the highest line of raised characters. Refer to Figure 11B-703.4.1. (11B-703.4.1).PC2: Per your response, sheet A-3 is removed. However, a few details (e.g. exit signs) on sheet A-1 refers to detail on A-3. Submit this sheet as part of the plans.An additional floor plan of the building is required to show location of storage racks and to differentiate between all types of proposed storage racks. Floor plan must also show aisle widths and exiting scheme from the building in which storage racks will be placed.PC2: Sheet 20-2279-A. Provide description of the cross-referencing in each connection detail on plan. Please review each connection detail and provide description where the number in the bubbles is referring to.The height of each rack level is not consistent on the front view and side view (48” vs 44”). Refer to storage rack elevation and structural calculation page 3.Steel storage racks and their anchorage, where the importance factor is equal to 1.5 in accordance with Section 15.5.3 of ASCE 7.Steel storage racks and their anchorage, where the Response modification factor is equal to 4 in accordance with Section 15.4.1 and Table 15.4-1 of ASCE 7-16. Refer to calculation page 4, revise the response factor from 6 to 4 and revise the calculation and plans.Design and specify pin at the beam and column connector on the plan. In addition, provide the allowable capacity and specify type of the pin on calculation page 14.Specify material, grade and thickness of the column base plate in detail 2 on plan.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.Load application and rack configuration drawings shall be furnished with each rack installation. The drawings shall present the permissible configurations or limitations as to the maximum number of shelves or rails, the maximum distance between them, and the maximum distance from the floor to the bottom shelf or rail.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 capacity.PC2: Provide protective device or revise column design in compliance with this item.END OF COMMENTS