HomeMy WebLinkAbout278836_2_Corrections.docxRESIDENTIAL PLAN CHECK
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:
101107785
PROJECT ADDRESS:
2322 S Manitoba Dr
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/26/2021
INITIAL REVIEW
10/6/2021
EXPIRATION
2/22/2022
RECHECKS:
1.11/9/2021
PROJECT APPLICANT CONTACT PERSON:
2.
Khoa Tran
3.
TEL:
(714)496-9794
FAX:
VALUATION: $20,000.00
EMAIL:
khoadt7169@yahoo.com
FLOOD ZONE: X-0602320259J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 California Electrical Code; T = Table; ICC = International Code Council.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 see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees.
PC2: See corrections on the submitted plans. (PC2 second plan check set)
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.
Specify finish floor elevation of first floor. (CBC 107.2.5)
Enlarge the openings of the longer wall and one additional wall not less than 65 percent of the area below 6 feet 8 inches of each wall, measured from the floor. The openings provided is not sufficient:
Long wall: required opening: 34’x6.7’*0.65=148 sf.> 44.5+57+44.5=146 sf. NO GOOD.
Short wall: required opening: 14’x6.7’*0.65=61 sf. >40.8 sf. NO GOOD.
PC2: Plans shows only 53.6 sf. opening provided which is still less than required 61 sf. Please revise design (e.g. to increase opening width)
Clarify if the bug screen occurs on the north elevation and floor plan. Revise plans to be consistent.
Revise floor plan to provide “GFCI” receptacle outlets in the patio enclosure area with weather resistance device and extra duty cover.Add note to plan: All new construction, interior or exterior alterations, repairs, or additions requiring a permit and having a valuation in excess of $1,000, or when one or more sleeping rooms are added or created, the entire dwelling shall be provided with smoke detectors located as required for a new dwelling. (CRC R314.3) Smoke alarms shall be installed in the following locations:
- In each sleeping room.
- Outside each separate sleeping area in the immediate vicinity of the bedrooms.
- On each additional story of the dwelling, including basements and habitable attics but not
including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split
levels and without an intervening door between the adjacent levels, a smoke alarm
installed on the upper level shall suffice for the adjacent lower level provided that the lower
level is less than one full story below the upper level.
- When more than one smoke alarm is required to be installed within an individual dwelling
unit the alarm devices shall be interconnected in such a manner that the actuation of one
alarm will activate all of the alarms in the individual unit.Exception:
Interconnection is not required in existing dwelling units where repairs do not result in the removal of wall and ceiling finishes, there is no access by means of attic, basement or crawl space, and no previous method for interconnection existed.
Add note to plan: All new construction, Interior or exterior alterations, repairs, or additions requiring a permit and having a valuation in excess of $1,000,, an approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel-burning appliances are installed and in dwelling units that have attached garages shall be provided with carbon monoxide alarms (CRC R315)
- Carbon monoxide alarms shall only be required in the specific dwelling unit or sleeping unit for
which the permit was obtained. Carbon monoxide alarms required by Sections R315.1 and
R315.2 shall be installed in the following locations:
- Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s).
- On every level of a dwelling unit including basements.
- Where more than one carbon monoxide alarm is required to be installed within the dwelling unit or
within a sleeping unit the alarm shall be interconnected in a manner that activation of one alarm
shall activate all of the alarms in the individual unit.
Exception:
Interconnection is not required in existing dwelling units where repairs do not result in the removal of wall and ceiling finishes, there is no access by means of attic, basement or crawl space, and no previous method for interconnection existed.
Provide (2) copies of structural calculations.
PC2:
The structural calculation cover page shall be stamped, signed and dated by the engineer of record.
Revise seismic parameter information page to show design parameters are based on the latest seismic map (e.g. ASCE 7-16). The current design which is based on ASCE 7-10 is outdated.
Based on the updated seismic design parameters, revise seismic design and show total seismic force on each principal direction.
Refer to plan check comment #6.b, openings on the short wall is required to be increased. Revise 4 feet shear wall design due to the opening may be enlarged.
Provide shear transfer detail at the top of the shear wall and roof diaphragm at the 4 feet and 14 feet shear walls.
PC2: Refer to detail 7/A2, the “H8” connector has 95# capacity is insufficient to transfer 280 PLF shear force. Revise connector design (e.g. LTP4, A35…)
Clarify if the torch-down roof are altered. Plans show existing, but detail 5/A2 shows new.
PC2: Detail 5/A2 still conflicts with building section AA/A2.
END OF COMMENTS