HomeMy WebLinkAbout243100_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:
10196885
PROJECT ADDRESS:
2909 S Bristol St
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/27/2018
INITIAL REVIEW
7/8/2018
EXPIRATION
12/24/2018
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Myung Lee
3.
TEL:
(213)422-6976
FAX:
VALUATION:$476,532.00
EMAIL:
mjlee_72@yahoo.com
FLOOD ZONE:X-0602320259J
APPLICABLE CODE: 2016 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
GENERAL REQUIREMENTSThe 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 2016 California Building Standards Code with local 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.Resubmit 3corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment.All persons preparing plans and specificationsshall sign those plans and specifications. This requirement applies to both exempt and non-exempt projects. Business and Professions Code Chapter 3, Division 3, Section 5536.1(a).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 714-647-5800 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)☒Public Works Agency approval (647-5039)☐Fire Department approval on the corrected/final sets of drawings (647-5839 or 647-5700)☒Police Department approval on the corrected/final set of drawings (647-5840)☐School District Compliance Certificate; a copy of the building permit application, signed by the plan check engineer, shall be required by the School District to verify the scope of work. Refer to the attached handout.☐County of Orange Health Department approval on the corrected/final set of drawings (667- 3600)☐Grading Permit - Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039)☒Proof of Worker’s Compensation Insurance shall be required at the time of permit issuance☐Information Technology equipment rooms require a completed electrical plan check prior to issuance of the building permit to ensure compliance with the 2016 California Electrical Code (CEC) Article 645, Electronic Computer/Data Processing Equipment. CEC Article 645 may require fire-rated walls, floors, and ceilings for the computer room(s). For additional information, contact Mr. Scott Davis, Electrical Plan Check at (714) 647-5822.A separate Building Permit Application is required for: Each building, Each structure, Each sign, Trash enclosure(s), Fence(s), Block wall(s), Light standard(s), Pedestrian protection, Demolition, Site improvements, Storage Racks, Screen Wall for Proposed Equipment.State Division of Occupational Safety Permit (Cal/OSHA) (939-0145). A Cal/OSHA permit is required: For construction of trenches or excavations which are 5‘or deeper and into which a person is required to descend. The construction or demolition of any building, structure, false-work, or scaffolding more than three stories high or the equivalent height.Delete all notes and details from drawings that are not a part of the work to be done under the subject building permit application. Clearly indicate the scope of work on the building permit application.Revise project job description on the building permit application worksheet to reflect the work to be done under the subject building permit application.Construction drawings must clearly show all work to be done under the subject building permit application.CBC Sections A107.1 and A107.3.4, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer.
Plan Check CommentsShow Fire Separation Distance between the edge of post to the property line. The fire rating for structural elements is dependent on the Fire separation distance around the carports.Show an assumed property line between carports and buildings. Fire separation distance shall be measured to the assumed property line inside the interior lot.Per 2016 California Building Code Table 602, any proposed carports with Fire separation distance less than 10 feet requires minimum one hour fired rated construction at the exterior walls. Given the carport is constructed with beams and columns, the fire rating required at the exterior wall applies to the edge of beams and columns in carport design.Per 2016 California Building Code Table 705.8, limited openings are allowed based on the Fire separation distance. The proposed design exceeds the allowable area limit as defined on Table 705.8. Revise design as necessary.There appears to be computer print-out errors on the plan. Correct print-out errors as necessary.Provide overall dimensions, beam spacing dimension, and column spacing dimension on the framing plan.Steel Post schedule indicates Steel tube size “HSS 6X8X3/8”. However, structural calculations show “HSS 10x6x3/8”.Detail 4 on sheet S-2 shows 5 foot deep footing. However, structural calculations show 7’-0” deep footing is required.