HomeMy WebLinkAbout330056_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:
101123964
PROJECT ADDRESS:
1522 S Parton St
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
6/10/2025
INITIAL REVIEW
7/22/2025
EXPIRATION
12/7/2025
RECHECKS:
1.9/22/2025
PROJECT APPLICANT CONTACT PERSON:
2.
Rebecca Schiebrel
3.
TEL:
(562)822-7541
FAX:
VALUATION: $65,000.00
EMAIL:
rschiebrel11@gmail.com
FLOOD ZONE: X-06059C0276J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2022 California Residential Code (CRC); 2022 California Building Code (CBC); CMC = 2022 California Mechanical Code; CPC = 2022 California Plumbing Code; CEC = 2022 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.
The applicant shall obtain clearances/approvals for the following after obtaining approval from Building and Safety Division, prior to building permit issuance (CHECKED BOXES REQUIRED ONLY):
☒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. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.Documentation2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (JULY 2024 SUPPLEMENTAL) shall be completed by applicant and provided in drawing set.PC #2: Green Standard checklist shall be completed by applicant.DrawingsSheet A1
Provide the following design data on the first sheet (R106.1.1)
☐Sheet Index
☒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 2022 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. The Building and Safety Division plan review does not include potential electrical, water, or gas revisions required by any non-city utility company. It is solely on the contractor to ensure proposed addition or alteration can and will meet utility company requirements. MEP are subject to building field inspection.Verify address under JOB ADDRESS, address does not look to be correct.PC #2: Address is still incorrect.
Provide a Site Drainage plan with the following information, but not limited to:
Location of all existing and proposed structures, property lines, right-of-way lines, and easements, including dimensions and setbacks
Drainage slopes and flow patterns
Drainage system such as swales, french drains, water collection and disposal system, etc.
Drainage plan shall indicate how the site grading or drainage system will manage all surface water flows to be diverted away from buildings and adjoining property lines, in accordance with all applicable codes
The grade shall fall not fewer than 6 inches within the first 10 feet from the foundation wall. Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, drains, or swales shall be constructed to ensure drainage away from the structure. Impervious surfaces within 10 feet of the building foundation shall be sloped not less than 2 percent away from the building. (R401.3 CRC)
Exterior walls without Automatic Residential Fire Sprinkler – (Table R302.1(1))
Roof projection – Provide one-hour protection on the underside of roof projection when projected into the 5-ft of fire separation distance. No projection beyond 2-ft of the fire separation distance. No attic ventilation may occur at rated projections unless ICC approved fire rated ventilation specified.Add Title 24 sheets and any new Cal Green sheets to Sheet Index.Verify roof drainage at location where existing roof and new roof slope into each other.PC #2: Roof drainage is still unclear where new roof and existing meet away from edge. Ponding will occur.Section references (A/3, B/3, C/3) on plans not found in drawing set. Please provide full sections.Verify interior elevation reference on plan. Sheet does not look to be correct.Provide clearance dimensions for new toilet.Window types in new Master Bedroom does not meet egress.PC #2: Verify window type 1 meeting emergency egress. 24” clear height is not generally achieved in 4’-0” single hung window including any rails. Recommend 4’-6” window height. Provide window type for relocated windows at existing bedroom.
Attic access and Ventilations –
☒Show location(s) of 22" x 30" attic access with 30" minimum clear headroom. (R807.1)
PC #2: Attic access not found on plan. Verify if wall between addition and existing is full height, separate attic access shall be provided in addition if required.
☒Show on the plans - attic vent locations, type and size (area = 1/150 of the attic space). Provide an attic cross ventilation summary; on the plans indicate the total area required versus provided. (R806.1)
☒For an FAU located in the attic, provide a minimum access of 22 x 30 inches, a 24-inch wide walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace and switched by the opening. (CMC 904.11 & 305)Sheet A2Ensure all handwritten items are provided in resubmitted set.PC #2: Handwritten items not provided in latest set. (e.g. existing plan room labels)Ridge supported on CB is not conventional framing. Calculations shall be provided for new beams supporting ridges, hips, or replacing existing bearing walls.LSTA36 strap shown on plan does not match detail 2/2.Verify if ceiling joist occurs past wall at new master bedroom. If no ceiling joist occurs, framing is not conventional. It is on the designer to ensure all conventional framing gravity and lateral requirements are met, else calculations will be required.Provide shearwall along existing wall between existing and new area. Else specify existing lateral system to be verified in field.Provide detail for ceiling joist to new ceiling beam in existing area.PC #2: Detail not found.Detail ½ - Note looks to be missing at top of detail, ensure all notes provided. Sheet A3Provide detail for connection at new floor girder to existing wall between existing and new area.Specify 10mil min for visqueen at water heater slab on grade.PC #2: 10 Mil not specified in note.Where new slab on grade addition is being attached to existing structure with raised floor, specify where existing ventilation and entrance occurs on plans or elevations. Any existing entrance or ventilation covered by new addition shall be replaced in kind or better. New entrances or ventilations shall be calculated and specified on plans or elevations.PC #2: See additional comments.
Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1)Provide opening percentage along wall 3’-0” from property line where new relocated windows occur. 25% opening area maximum permitted [CRC 302.1]PC #2: Verify calculation provided on sheet A1, see comment regarding egress window size. This may require larger windows and alter opening percentage.Specify proposed ventilation for roof and floor vent to ensure required met.Sections referenced (A, B, C) not found in drawings. Sheet A4
Smoke Alarms – Provide smoke alarm(s) in each sleeping room; in each area giving access into each sleeping room; in basement and habitable attics. Specify existing smoke alarms in addition to new. (R314)
PC #2: Smoke alarm shall be provided outside bedroom in direct vicinity.
Carbon Monoxide Alarms – Provide carbon monoxide alarms at outside of each sleeping area, in the immediate vicinity of the bedroom(s); on every level of a dwelling unit including basements. Specify existing carbon monoxide alarms in addition to new. (R315)
PC #2: Carbon Monoxide Alarm shall be provided outside bedroom in direct vicinity. Specify range hood ventilation minimum airflow required per 2022 CEnC Table 150.0-G.Sheet A6Update all code references on sheet and in drawing set. There shall be no outdated code references in any notes.PC #2: Code references still outdated on sheet A7. Ensure all code references are up to code.Sheet ENV-2Remove repeated title 24 sheets or verify purpose. Additional PC #2 CommentsDocumentation
All persons preparing plans, specifications, and instruments of service for others shall sign those plans, specifications and other instruments of service for others shall sign those plans, specifications and other instruments of service and all contracts therefore.DrawingsSheet A2Verify ridge strap designated on plan vs detail 2. Spacing does not match. Also verify spacing shown with designed roof rafter spacing. Spacing of strap should be at increments of roof rafter spacing.Sheet A3Provide/reference detail for typical pier footing and post.No calculations provided for shearwall design, provide calculations as noted on drawing sheet.Provide total # of each proposed attic and floor ventilation types along with area calc to justify proposed is more than required. Ensure adequate crawlspace ventilation is provided for total new square footage to account for any existing vents covered by additional square foot. Verify attic and floor calculation square footage is quite a bit different than proposed square footage addition. CalculationsF1 design does not match any foundation sizes shown on drawings. Revise drawings to match calculations where required.(End of Comment)