HomeMy WebLinkAbout182705_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:
10177761
PROJECT ADDRESS:
1002 W Second St
PLAN CHECK ENGINEER:
Mazarji, ZacTEL:714
647-5831FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
E
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/4/2012
INITIAL REVIEW
1/7/2013
EXPIRATION
6/2/2013
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Leisha Bundy
3.
TEL:
(714)981-0945
FAX:
VALUATION:$14,770.00
EMAIL:
leisha.bundy@ochsinc.org
FLOOD ZONE:X-0602320257J
APPLICABLE CODE: 2010 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.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please return marked up set of drawings with corrections.Resubmit 3corrected sets of plans.
Note on the floor plan the use and occupancy load of proposed canopy. CBC Section 1004 and Table 1004.1.1.
Revise structural calculations for minimum foundation/footing design requirements for small projectsIn lieu of soils investigation report per Sections 1802.2.6 and 1802.2.7 of the 2010 California Building Code.
- Allowable foundation pressure not to exceed 1000 PSF. Lateral 100psf/sf.
Compressive strength of concrete shall not be less than 3000 psi. Revise the design and drawings to show compliance. CBC Section 1904 and CBC Table 1904.2.2
Indicate distance from proposed patio cover to existing buildings on the site.Clarify is SPK system is to be installed for proposed patio cove. Please note existing buildings are equipped with sprinkered system as part of floor area justification.Proposed patio cover is additional floor area to existing site. Indicate floor area of existing buildings including the cover walk way area on the drawings. Using table 503, identify the allowable area of the single occupancy or the most restrictive of the non-separated mixed occupancies. Construction types that provide an allowable tabular area equal to or greater than the adjusted building area (as modified by Section 504).Valuation of proposed project is calculated as $14770.00. A minimum of 20% of valuation of construction is required to be spent towards providing disabled access in the priority order noted in the immediate previous item as noted in CBC Section 1134B. Revise the drawings to show compliance. Show both existing elements and how they will be upgraded to current 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 alarms
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
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.
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 SI
Site class.