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Home My WebLink About169600_3_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: PROJECT ADDRESS: PLAN CHECK ENGINEER:TEL:714FAX:714 647-5897 TYPE OF CONSTRUCTION: OCCUPANCY CLASSIFICATION(S): PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION INITIAL REVIEW EXPIRATION RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. 3. TEL: FAX: VALUATION: EMAIL: FLOOD ZONE: Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 California Residential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code; CPC = 2010 California Plumbing Code; CEC = 2010 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) for an appointment.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2010 California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review.Structural plans are incomplete. Show plans and details for full compliance with conventional framing or provided professional engineer prepared and stamped plans and calculations. 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. If applicable, all drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. (CRC R301.1.3, CBC 107.1 and 107.3.4.1). 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). -Public Works Agency approval (647-5039). -Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.Provide wall legend to distinguish between new / existing / demo walls. Match demo plan to hand revised floorplan.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. - 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.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: ________. - 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.Private garage shall be separated from the residence and its attic by a minimum ½ -in gypsum board applied to the garage side, to the roof sheathing.Provide the minimum 1-3/8 inch solid-core wood door, a solid or honeycomb core steel door not less than 1-3/8 inch thick, or a 20-minute fire rated door between the garage and residence unless both are protected by an automatic residential fire sprinkler system. (CRC R302.5.1) Callout attic vent locations, sizes and types on plans. Provide attic ventilation calculation to show minimum ventilation is provided. (CRC R806.2) 3”x3”x.229” steel plate washers are required on all anchor bolts in a braced wall line. (CRC R403.1.6.1) Provide a minimum of two No. 4 bars at top and at bottom of continuous footing. Structural framing not using Conventional Light-Frame Construction Provisions of CRC requires the plans and calculations to be signed and sealed by an architect or civil/structural engineer. (CBC 107.3.4) Provide rafter ties spaced 4 ft (max) on centers immediately above ceiling joists which are not parallel to the rafters. CRC R802.3.1 Minimum braced wall panel length shall be in accordance with CRC Table R602.10.3.1. All braced walls and cripple wall bracing in Seismic Design Category D2 shall be constructed in accordance with CRC Table 602.10.1.2(1), (2) and (3) and Section R602.10 and R602.11. Typically braced wall panels require nailing patterns of 6" o.c. along all panel edges. All sheathing joints must be over studs (vertically) or solid blocking (horizontally). CRC R602.10. - Braced wall panels shall begin no more than 8'-0" from each end of a braced wall line. If the braced wall panel is not located at the corner, then a 24" panel is required at each side of the corner (in addition to the 4' BWP within 8') or, a hold down device is required at the end of the braced wall panel end nearest the corner capable of 1800 pounds uplift. - Spacing of interior braced wall lines shall not exceed 25 feet apart (except to accommodate up to one room up to 900 square feet, an increase to 35' is allowed- adjustment factors will apply, See CRC R602.10.1.5.) - Interior braced wall panels shall be fastened to both the floor and roof framing in accordance with Table R602.3(1) (typically 3-16d @ 16" o.c.) - Cripple walls shall be braced as braced wall panels in accordance with CRC R602.10.9.1 and Table R602.10.1.2(1) and (2). A cripple wall greater than 4' in height shall be designated as the first story wall for purposes of designating the wall bracing requirements (R602.10.7.1) Ridge at addition does not match roof plans or elevations. Provide plans that match. Elevation and foundation plan shows masonry walls. This does not conform to conventional framing. Revise to wood walls or provide engineered plans.