HomeMy WebLinkAbout271740_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:
103105706
PROJECT ADDRESS:
3423 W Fordham Ave
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
B, S-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/21/2021
INITIAL REVIEW
3/29/2021
EXPIRATION
7/20/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
John Caglia
3.
TEL:
(714)883-9092
FAX:
VALUATION: $20,000.00
EMAIL:
john@cdmbuilds.com
FLOOD ZONE:
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.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2016This 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)
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuancePLAN CHECK COMMENTSNote: OCFA review and approval is required.Revise the project address to “3423 W Fordham Avenue, Santa Ana, CA., 92707”. Please ensure the correct address is updated throughout the construction document. (all plans and cover sheet of the structural calculation).Show on plans a complete description of the entire scope of work.Provide a key plan showing property lines, street names, and location of building(s) with proposed storage rack layout. If the racks are in a tenant space within a building, show use and occupancy for all tenant spaces and demising walls between tenants.Label the use of the rack area on the floor plan and revise floor plan to scale.Parking garages used for storing or handling of automobiles operating under their own power shall be mechanically ventilated.Show parking space, accessible parking spaces and accessible route(s) on the site plan.The proposed occupancy is S2 in the per plan:Within the same tenant suite, provide 1-hour fire separation between the (S2) and office (B). Show fire barrier wall detail and location on plan.Indicate on the new site or floor plan if tenant separation demising walls are fire rated per CBC Table 508.4 between the neighbor tenants.Cross reference storage rack elevations from sheet S1 to floor plan.Lower portions of posts exposed to damage by forklift trucks or other moving equipment shall have two possible ways to safeguard racks against the consequences of minor collisions: (RMI 1.4.9 Commentary)Provide protective devices,Reinforce the bottom portion of the front column and/or bracing.Storage area shall be separated from adjacent occupancies in accordance with CBC Table 508.4Exit requirementFloor plan must also show aisle widths and exiting scheme from the building in which storage racks will be placed. Provide a fully dimensioned means of egress floor plan addressing all occupiable spaces and indicating the following: Plan review is pending.Calculate and specify the occupant load at individual spaces per Section 1004Specify the overall occupant load of the tenant spaceShow intended egress routes, specifying the cumulative occupant load at exit access doors, corridors, stairways, etc.Show the common path of travel and the exit access travel distancesCalculate the minimum width of all means of egress componentsShow the required and actual distance between exit and exit access doorwaysDue to insufficient information, additional plan check comments may apply.Accessibility
When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided unless otherwise exempt. §11B-202.4
Primary accessible path of travel shall include a primary entrance to the building or facility; toilet and bathing facilities serving the area; drinking fountains serving the area; public telephones serving the area, and signs. §11B-202.4
When the adjusted construction cost is less than or equal to the current valuation threshold $172,418.00, the cost of compliance with the primary accessible path of travel requirements is limited to 20 percent of the adjusted construction cost of alterations, structural repairs or additions presently planned and those during the preceding three-year period. §11B-202.4
If the adjusted construction cost is greater than the valuation threshold amount, full compliance of the primary accessible path of travel is required.
Adjusted construction cost of alterations, structural repairs or additions does not include the cost of alterations to path of travel elements. §11B-202.4
In choosing which accessible elements to provide, priority should be given to those elements that will provide the greatest access in the following order: (1) an accessible entrance; (2) an accessible route to the altered area; (3) at least one accessible restroom for each sex or a single accessible unisex restroom;(4) accessible telephones; (5) accessible drinking fountains; and (6) when possible, additional accessible elements such as parking, signs, storage and alarms. §11B-202.4
Alterations to a qualified historic building or facility shall comply with Chapter 11B unless it will threaten or destroy the historical significance or character-defining features of the building or property. In those cases, alternative provisions shall be applied on an item-by-item or case-by-case basis with sufficient written documentation. §11B-202.5, SHBC 8-602NOTE ON PLAN: Public accommodations shall maintain in operable working condition those features of facilities and equipment that are required to be accessible to and useable by persons with disabilities. Isolated or temporary interruptions in service or accessibility due to maintenance or repairs shall accessibility due to maintenance or repairs shall be permitted. §11B-108Fill out the disabled access compliance documentation form. Provide plan to show proposed design, detail and location of improvement in compliance with accessibility requirements along the accessible path of travel in accordance with CBC Section 11B-202. Show accessible path of travel upgrades and code compliance on the site plan. An accessible path of travel is required from (1) public street and (2) an accessible parking space to the building accessible entrance.Show accessible path of travel upgrades and code compliance within the tenant space. The storage area shall be fully accessible in compliance of the 2019 California Building Code.Accessible routes shall consist of one or more of the following components: walking surfaces with a runningslope not steeper than 1:20 (5%), doorways, ramps,curb ramps excluding the flared sides, elevators, and platform lifts. §11B-402.2Except at turns or passing spaces, the clear width of walking surfaces within a building shall be 36 inches minimum. §11B-403.5.1The clear width for aisles shall be 36 inches minimum if serving elements on only one side, and 44 inches minimum if serving elements on both sides. §11B-403.5.1 exception 4Doors, doorways and gates that are part of an accessible route shall comply with 11B-404 Doors, Doorways, and Gates. §11B-404.1Due to insufficient information, additional plan check comments may apply.StructuralProvide specification for the car hoists on plan, including make and model.Provide loading criteria including breakdown of the dead load for the storage rack design. Please review calcualtion.Provide vertical and lateral design of the framing storage racks.Provide structural calculation, framing plan and connection details.Provide material of the member, size, grade and specification of the rack.Specify thickness of the existing slab. Provide calculation to justify existing slab to support vertical and lateral load from the racks.Steel storage racks and their anchorage, where the importance factor is equal to 1.5 inaccordance with Section 15.5.3 of ASCE 7.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.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.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.Detail 5 /S-1. Revise the minimum anchor bolt embedment to meet calcualtion and show minimum slab thickness.Revise calculation to include the self-weight of the car lift in the anchorage calcualtion. Revise plan if needed.Detail 1/S-5. Revise plan to show minimum slab thickness.Plans and calculation are incomplete. Additional plan check comments may apply..END OF COMMENTS