HomeMy WebLinkAbout286631_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:
101110161
PROJECT ADDRESS:
614 W Juniper Ave Unit# 2
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/20/2022
INITIAL REVIEW
5/9/2022
EXPIRATION
10/17/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Matt Hill
3.
TEL:
(310)869-2827
FAX:
VALUATION: $70,000.00
EMAIL:
losangelesdesigning@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.Resubmit corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment.
5. 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).
☐Fire Department approval on the corrected/final set of drawings (647-5839 or 647-5700).
☒Police Department approval on the corrected/final set of drawings (647-5840).
☒School District Approval; and a copy of the school fee worksheet, completed by the plan check engineer, shall be required by the School District to verify the scope of the work.
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. These may be picked up at Building and Planning department at applicants’ discretion.Documentation
CalGreen Plan Review Comments:
1. Plumbing fixtures flow rate limitation
Water closet – 1.28 gallon per flush
Shower head – 1.8 gallons per minute at 80 psi.
Lavatory faucets – 1.2 gallon per minute at 60 psi.
Kitchen faucet – 1.8 gallon per minute at 60 psi.DrawingsSheet A-1
Provide the following design data on the first sheet (R106.1.1)
☒Occupancy groups (R-3/U)
☐Type of construction (V-B)
☐Automatic Fire Sprinkler (YES or NO)
☐Number of stories.
☒Flood Zone: X
☐Flood Zone: A
☐Flood Zone: AE
☐Floor area per occupancy group, including the existing structure(s)
☐Construction shall comply with the 2019 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.Provide drainage and flow direction around new ADU on site plan.Sheet A-2Provide Title 24 and Calgreen sheets.Update codes in notes to latest codes (e.g. Electrical note).Add north arrow on plan.Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Provide U-Factor and SHGC on window schedule.Provide Hood/Exhaust at new kitchen range (100 CFM min).
Handrails –
☒Handrails shall be provided at least on one side of each continuous run of treads or flight with four or more risers. (R311.7.8)
☒Handrails shall not project more than 4.5” on either side of the stairway. (R311.7.1)
☒Provide handrails not less than 34" or more than 38" above the nosing of tread. (R311.7.8.1)
☒Provide 1¼" to 2" handgrip, 1½" from wall. (R311.7.8.3)
☒Handrail(s) shall be continuous the full length of the flight. Ends shall be returned or terminate in posts. (R311.7.8.2)Revise Legend symbols to match plans.Provide Carbon monoxide detector on Loft floor.Window in Loft does not provide adequate height for egress clear requirement. 4’-6” height minimum to ensure 24” clear height opening.Sheet A-3Provide new roof info including roof type, ICC, CRRC if required, etc. Sheet S-1Provide ICC for products with LA RR in notes. Update code references.Sheet S-2Update all code references (e.g. nailing schedule).Sheet S-3
Guardrails – (R312)
☒Guardrails are required along the open-sided walking surfaces that located more than 30-inches measured vertically to the floor or grade below.
☒Guards shall be 42” in height. Where guardrails serve as handrails on the open sides of stairs – top of guardrails shall not be less than 34” and not more than 38” in height.
☒Guards shall not have openings which allow passage of 4” diameter sphere. At the space formed by the riser, tread and bottom rail of a guard – a 6” sphere cannot pass through. Provide stair landing dimensions and framing.Sheet S-4Detail 11 – Verify bottom of stair connection on existing slab on grade.CalculationsProvide calculations for stair guardrails and connections. (End of Comment)