HomeMy WebLinkAbout329868_4_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:
101123884
PROJECT ADDRESS:
2116 S Maple St
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812
EMAIL:
Kahangian@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/4/2025
INITIAL REVIEW
7/7/2025
EXPIRATION
12/1/2025
RECHECKS:
1.8/4/25
PROJECT APPLICANT CONTACT PERSON:
2.10/3/25
Vincent Dinh
3.
TEL:
(949)232-8733
FAX:
(949)645-4610
VALUATION: $150,000.00
EMAIL:
vincent.dinh@sbcglobal.net
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 3corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5812 for an appointment.
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.
This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, and electrical work. Call 647-5800 for information.
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.
- 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).
-Public Works Agency approval (647-5039).
- Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
- School District Compliance Certificate; and a copy of the building permit application, signed by
the plan check engineer, shall be required by the School District to verify the scope of the work.
-Grading Permit. Application is made through the Building Safety Division (647-5800) and the
plan review is by the Public Works Agency (647-5039).( Please fill out attached Grading permit waver)In addition to other fees, a "Park Acquisition and Development Fee" in the amount shownbelow
shall be required pursuant to a resolution of the City Council for the Recreation andCommunity
Services Agency; net addition of 2 bedroom(s).
For the purpose of Park & Rec Development fee calculation, please provide new ADU square footage to existing single family residence square footage ratio (ADU sf / SFD sf) on the Cover Sheet. Square footages shall NOT include garage, non-habitable attic space, non-habitable basement space, patio cover, patio enclosure, sunroom and similar uses.
Note on plan: The ADU sf / SFD sf ratio is for Park & Rec fee purpose only. The applicant is responsible for the given “SFR sf” of the existing primary residence; Building Safety staff are not responsible for the accuracy of the given “SFR sf”. Ok 8/4/25
Please change area of ADU to 982 sf. Ok 8/4/25
Provide eave / overhang / projection setback to all property lines.( On the siteplan) Ok 8/4/25Projections of dwelling units and accessory buildings without an automatic residential fire sprinkler protection are not permitted less than 2 feet to the property line and are required to be 1 hour fire rated on the underside with a fire separation distance between 2 feet and 5 feet. (CRC Table R302.1 (1)) Pending 8/4/25 Provide detail, see red mark on sheet SD1, detail17Ok 10/3/25
Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet. (CRC R401.3) Pending 8/4/25, unable to find.Ok 10/3/25Basements, habitable attics, and every sleeping room in dwelling units must have a window or exterior door for an emergency exit, sill height not more than 44 inches above the floor, 5.7 square feet of openable area, 24 inches clear opening height, 20 inches clear opening width and shall open directly into a public street, alley, yard, or exit court. Ok 8/4/25Show 30-inch clear width for water closet compartments and 24-inch clearance in front of a water closet. Ok 8/4/25Shower compartments and walls above bathtubs with shower heads installed shall be finished with a smooth, nonabsorbent surface to a height of not less than 72” above the floor. (CRC R307.2) Ok 8/4/25Provide detail of roof construction assembly. (Minimum class “C” roofing material is required) Ok 8/4/25Callout attic vent locations, sizes and types on plans. Provide attic ventilation calculation to show minimum ventilation is provided. (CRC R806.2) Ok 8/4/25Show exterior wall construction assembly. A minimum of one layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt shall be applied over studs of all exterior walls. Specify that two layers of Grade D or 60 minute Grade D paper shall be applied over all wood base sheathing. (CRC R703.2) Ok 8/4/25Note on drawings: "Truss supplier shall submit calculations and shop drawings signed by a registered civil engineer to the responsible project designer who agrees to review the shop drawings for acceptance prior to fabrication. Ok 8/4/25Pending 10/3/25, Revised shop drawings this time missing engineer stamp from the truss manufacturer.
The City has encountered a large number of inspection problems arising from a lack of specific framing details. The following listed items are required to be shown on the plans (CBC 107.1): Ok 8/4/25
- All plumbing walls are to be framed with a minimum of 6" studs.
Provide manufactured roof truss profiles, layout plan and calculations from truss manufacturer.Pending 8/4/25 Provide layout on the drawingsPending 10/3/25,
Indicate on the plans the design dead and live load for which the trusses are to be designed. The weight and location of all mechanical equipment shall be indicated on the roof framing plans. Drag loads of drag trusses shall be indicated on plans. Note on the plans "Trusses are a deferred submittal item. Truss plans and calculations shall be submitted to the engineer of record for review and to the building department for approval. The engineer of record shall indicate that the design has been reviewed before submitting to the building department. The truss design shall be approved by the building department before the trusses are installed."Pending 8/4/25 Provide dead load
Detail connection of the top of interior non-bearing walls to manufactured trusses. Ok 8/4/25
Provide a 1/2" min deflection space or the deflection specified by the truss design engineer. Ok 8/4/25
Submit a review letter by soils engineer and incorporate any requirements and recommendations into the plans. Ok 8/4/25
The soils report requires foundation excavations to be reviewed by soils engineer. Note on the foundation plan "Prior to requesting a Building Department foundation inspection, the soils engineer shall inspect and approve the foundation excavations". Ok 8/4/25
Soils engineer shall stamp foundation plan. Ok 8/4/25Sheet Sd-1, detail 7 provide edge nailing. Ok 8/4/25 Provide detail for supporting girder truss 1 on header #1 and girder truss #2. Ok 8/4/25Sheet S-01, provide 4500 psi concrete strength per soils report. Ok 8/4/25Show on foundation plan, removal of minimum 3 feet deep soils report. Ok 8/4/25Sheet S-01, provide minimum 15” wide footing per soils report. Ok 8/4/25Sheet #5 of structural calculation, please clearly show loading. Ok 8/4/25Sheet S-02, provide shearwall or lateral resistance between line A and line B.. Ok 8/4/25Sheet A-04, unable to find detail A/ A-03. Ok 8/4/25Show exhaust hood and exhaust vent above cooking appliances at the kitchen. (CMC 504.2) Ok 8/4/25Provide water heater anchor straps within the upper and lower 1/3. Pending 8/4/25, is it heat pump or tankless water heater.Ok 10/3/25Note on eh drawings “ Photovoltaic system to be provided per title 24 , under separate permit and installed prior t final inspection “Provide size pf the PV on the drawings. Ok 8/4/25
R327.1.1Reinforcement for grab bars.
At least one bathroom on the entry level shall be provided with reinforcement installed in accordance with this section. Where there is no bathroom on the entry level, at least one bathroom on the second or third floor of the dwelling shall comply with this section.
1.Reinforcement shall be solid lumber or other construction materials approved by the enforcing agency. Not less than 2 by 8 inch nominal lumber shall be located between 32” and 39 ½”above finished floor.
4.Shower reinforcement shall be continuous where wall framing is provided. Pending 8/4/25Ok 10/3/25
R327.1.3Interior doors.
At least one bathroom and one bedroom on the entry level shall provide a doorway with a net clear opening of not less than 32 inches (812.8 mm), measured with the door positioned at an angle of 90 degrees from the closed position. Pending 8/4/25, 2’-10” wide door cannot provide 32 inches clear opening.Ok 10/3/25