HomeMy WebLinkAbout194115_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:
10181282
PROJECT ADDRESS:
1851 E First St Unit# 600
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812FAX:714
647-5897
TYPE OF CONSTRUCTION:
I A, SPK
OCCUPANCY CLASSIFICATION(S):
B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
5/6/2014
INITIAL REVIEW
5/18/2014
EXPIRATION
11/2/2014
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Lindsen LaFlamme
3.
TEL:
(949)399-1112ext:204
FAX:
VALUATION:$80,000.00
EMAIL:
LLAFLAMME@HATTOXDESIGN.COM
FLOOD ZONE:X-0602320277J
APPLICABLE CODE: 2013 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.Resubmit 2corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5812 for an appointment.Please return marked up set of drawings with corrections.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.
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceSubmit a signed copy of the contract showing labor and materials for all work to be done under the subject building permit application. The plan check engineer may accept the contract price as the valuation of improvements for unique/unusual projects in lieu of using a cost per square foot basis.Label and note hourly fire rating of:
- Exterior walls
- All corridors
- Fire walls
- Fire barriers
- Shafts
- Stair enclosures
- Exit passageways
- Horizontal exits
- HallwaysProvide on the drawings a complete door schedule, showing:
- Door sizes (CBC Sections 1008.1.1 and 1133B.2)
- Hardware complying with exiting and disabled accessibility requirements (CBC Sections 1008.1.8 and
1133B.2.5)
- Fire-rating of door assembly complying with CBC Section 715 Opening Protection
- Note smoke seal (in accordance with CBC Section 715.4.3, required for doors forming part of the one-hour
exit corridor envelope)Provide specifications for doors hardware (i.e., lever type, push-pull panic, etc) to comply with disabled access requirements. CBC Section 1133B.2.5.2.CBC Section 1133B.2.5.1, Hand-activated door opening hardware shall be centered between 30” and 44” above the floor. Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single effort by lever-type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction.CBC Section 1133B.2.5, Note on the drawings: “Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and interior doors, such pull or push effort being applied at right angles to hinged doors and at the center place of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate administrative authority, not to exceed 15 pounds.Provide complete grab bar detail details on the drawings showing compliance with structural strength to support 250 pound point load.Show new wall is in compliance with 1hr fire rating.