HomeMy WebLinkAbout286237_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:
102110034, 102110035, 102110036, 102110037, 102110038
PROJECT ADDRESS:
533 E Washington Ave
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830
EMAIL:
aso@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R2/U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/7/2022
INITIAL REVIEW
6/13/2022
EXPIRATION
10/4/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Wes Frossard
3.
TEL:
(714)505-5544
FAX:
VALUATION: $10,000.00
EMAIL:
wfrossard@papinc.com
FLOOD ZONE: X-0602320163J
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.Resubmit 2corrected 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.Sheet A0.0Under Scope of Work, please revise the plan check numbers as follow:PC#10211034 – New 6-foot high fence walls and gate.PC#10211035 – Entire building renovation.PC#10211036 – New 6-foot high CMU wall trash enclosure.PC#10211037 – Repave and re-strip the entire parking lot.PC#10211038 – New shade structure.Under Scope of Work, Specify Mechanical, Electrical, and Plumbing (MEP) are under separate permits.Please include the building-envelope energy document (sheet T-24.1 thru. T24.8) on the next submittal. The plans might have been separated at the counter. In city of Santa Ana, the MEP plans are separated from the architectural and structural drawings. The mechanical reviewer reviews the mechanical energy portion; the electrical reviewer reviews the electrical energy portion; and the building reviewer reviews the building-envelope portion.Sheet A0.3At the exterior door between unit 9 and unit 11, specify the landing dimension before the ramp-run. The minimum landing dimension is 44 inches.The exterior ramp near unit 9 shows the ramp-run slope of 1:12. Please provide the handrails detail – height, graspability, continuity, fittings, and extensions.Show dimensions of the ramp bottom landing.Sheet A1.1Revise the typo keynote 11 to keynote 1.Sheet A2.0Per general note #8, identify the safety glazing on the window schedule. For example, window number 37 and 38.Revise the typo keynote number 37 between unit 3 and unit 15.In unit 16, revise one of the bedroom label to bedroom 2. Both bedrooms are labeled bedroom 1.Show the smoke detector in the bedrooms and outside the bedroom.Show the carbon monoxide location in each dwelling unit.Sheet A-2.0AThe bearing walls supporting the one-hour floor ceiling assembly shall be one-hour fire rated. The one-hour floor ceiling occurs below unit 17 and 18. The bearing walls are located at the north exterior wall and the walls between the “hallway”. Revise the wall legend at those walls as necessary.In dwelling unit 8, a stacked washer and dryer is in the bedroom. Are the washer and dryer use electric power or gas? A carbon monoxide device is needed for gas washer and dryer.Keynote 37 describes handrail extension of 12 inches on top of the stairway. However, on sheet A2.1A, the handrails do not extend 12 inches. It is acceptable to not have the 12 inches extension at the top of the stairway since the extension reduces the required egress width and causes hazard. Revise note 37 to be consistent with the design on sheet A2.1A.Sheet A6.0On the front elevation, there are three risers in front of the main entrance; however, the floor plan and the Right-side elevation shows four risers.On the Right-side elevation, revise the handrail-height dimension to 3 feet.Structural DrawingsNo structural review comments.[END]