HomeMy WebLinkAbout258820_3_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:
101101704
PROJECT ADDRESS:
208 N Harbor Blvd
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812
EMAIL:
Kahangian@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
M
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/2/2019
INITIAL REVIEW
10/14/2019
EXPIRATION
3/30/2020
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Jay Jong
3.
TEL:
(215)952-622
FAX:
VALUATION: $60,000.00
EMAIL:
FLOOD ZONE: X-0602320256J
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. 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.Clearly indicate the scope of work under this building permit application:
- Construction drawings must clearly show all work to be done under the subject building permit application.
- Delete all notes and details from drawings that are not a part of the work to be done under the subject building
permit application. This includes mechanical, plumbing and electrical work that is not specifically required by
the Building Code.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.
- Public Works Agency approval (647-5039)
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceDrawings must be to scale and be on 18” x 24” minimum sheets.
- Scale of Drawings must be large enough to ensure legibility
- Show North Arrow on Plan ViewsPlease show all the units on the site plan.Provide the following:
- Provide a fully dimensioned site plan on each set of plans.
- Disabled access compliance must be shown on the site plan.Show on the plans:
- Occupancy Classification(s)
- Type of Construction (VB)
- Fire Sprinkler System (State purpose of sprinkler system, for example, area increase under CBC Section
506.3, required by CBC Section 903 for type of occupancy, etc.)Indicate detail and section references as to their appropriate location on plan view.Please provide dimension on the elevation.Provide typical section view detail of all new partitions and ceilings showing:
- Note gauge and ICC Research Report number and installation/construction requirements for metal framing
members. (also please provide span table)
- Sheathing material and details of attachment. Note type, size, and spacing of fasteners.It is the project designer’s/property owner’s responsibility to show compliance on the drawings with all applicable Federal and State Accessibility Standards.Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Section 1134B/Chapter 11B:
- An accessible entrance
- An accessible route to the altered area
- Accessible restrooms
- Accessible telephone (if any)
- Accessible drinking fountains, and
- Parking, signage and alarmsValuation of proposed project is calculated as $ 60,000. A minimum of 20% of valuation of construction is required to be spent towards providing disabled access in the priority order noted in the attached handout. Revise the drawings to show compliance. Show both existing elements and how they will be upgraded to current standards.Complete the attached Disabled Accessibility Documentation Form.CBC Section 1603.1.4, Wind design data. The following information related to wind loads shall be shown, regardless of whether wind loads govern the design of the lateral-force-resisting system of the building:
- Basic wind speed (3-second gust), miles per hour (km/hr).
- Wind importance factor, I, and occupancy category.
- Wind exposure. Where more than one wind exposure is utilized, the wind exposure and applicable wind
direction shall be indicated.
- The applicable internal pressure coefficient.
- Components and cladding. The design wind pressures in terms of psf to be used for the design of exterior
component and cladding materials not specifically designed by the registered design professional.CBC Section 1603.1.5, Earthquake design data. The following information related to seismic loads shall be shown, regardless of whether seismic loads govern the design of the lateral-force-resisting system of the building:
- Seismic importance factor, I, and occupancy category.
- Mapped spectral response accelerations, SS and S1.
- Site class.
- Spectral response coefficients, SDS and SD1.
- Seismic design category.
- Basic seismic-force-resisting system(s).
- Design base shear.
- Seismic response coefficient(s), CS.
- Response modification factor(s), R.
- Analysis procedure used.CBC Section A106.1. A key plan must be provided for the structural members designed on all pages of calculations so that the calculations and plans may be correlated.CBC Section A106.1. A correlated grid system must be provided on the structural calculations and drawings to facilitate plan review process.On roof framing plan please show location of all the new members, where starts and where ends, with section detail.Show all the section details on the roof framing.There is a super imposed of additional dead load on 18’ tall parapet wall and wind effect of that parapet to the existing Header , please provide calculation to justify and check existing header, posts and footings can carry additional load.W (DL) 18’ x!8(DL)= 324 #/ft plus wind Load.