HomeMy WebLinkAbout240238_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:
10196048
PROJECT ADDRESS:
1021 N Fuller St
PLAN CHECK ENGINEER:
Mazarji, ZacTEL:714
647-5831FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/5/2018
INITIAL REVIEW
5/24/2018
EXPIRATION
10/2/2018
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
John Martinez
3.
TEL:
(714)269-8693
FAX:
(877)269-8657
VALUATION:$20,000.00
EMAIL:
john@warehousepermits.com
FLOOD ZONE:X-0602320163J
APPLICABLE CODE: 2016 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. A separate sheet for response may be used.Resubmit 3corrected sets of plans.(When needed) Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. 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.All final drawings and supporting documents shall be stamped and signed by a California licensed architect and registered civil engineer.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 (OCFA) approval on the corrected/final sets of drawings (714)573-6126Proof of Worker’s Compensation Insurance shall be required at the time of permit issuance
Reference Sheet 2, Show location of all exit doors from storage area/fenced area. Show maximum travel distance of 75’-0” per Table 1006.2.1 for S occupancy from most remote point within the story along natural and unobstructed path of horizontal egress travel to entrance to an exit, Section 1017.3. Show 200'-0” distance where exit can travel in two different directions to reach an exit (exit access) per Table 1017.2 of CBC. Please refer to red mark drawings.1006.3.2.1 Spaces with one exit or Exit access doorway
OccupancyMaximum Common path of egress travel distance.
S,75’-0”Table 1017.2 Exit Access Travel Distance:
OCCUPANCYWITHOUT SPRINKLERWITH SPRINKLER SYSTEM (feet)SYSTEM (feet)
S, 200250bOccupancies storing, handling, using, and/or selling hazardous materials, liquids, and chemicals shall submit a list of all said materials, listing their quantities and how they relate to specific California Building Code Table items. Note on the Floor Plan, type and quantity of hazardous material in each control area and fire-resistive rating for fire barriers.On the drawings, indicate material name to be stored on the racks.Occupancies using hazardous materials are subject to special requirements. It is the applicant’s/owner’s responsibility, PRIOR TO SUBMITTAL, to make this known to the Building, Planning and Fire Departments (OCFA). When there has been a change in use or occupancy classifications, drawings shall show compliance with the CBC requirements for the new classifications. Reference CBC Section 3406.Indicate spacing between racks on the drawings.Every portion of every building in which is installed seatmerchandise, equipment, or similar materials shall be provided with aisles leading to an exit. Every aisle shall not be less than 36” wide if serving only one side, and not less than 44” wide if serving both sides.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 1707.6, 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.Note on the drawings and submit a copy of ICC Research Report for anchor bolts.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.