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Home My WebLink About283800_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: 101109321 PROJECT ADDRESS: 826 N Lacy 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 2/3/2022 INITIAL REVIEW 3/14/2022 EXPIRATION 8/2/2022 RECHECKS: 1.5/5/2022 PROJECT APPLICANT CONTACT PERSON: 2. Jaymie Fisher 3. TEL: (949)466-9626 FAX: VALUATION: $800,000.00 EMAIL: jaymie@habitatoc.org 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 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.DocumentationAll references and details that do not apply to 826 Lacy St, shall be removed from set. Remove any details not applicable to submitted address. This includes structural details and title on structural sheets.Complete the Grading exemption checklist and reproduced onto the plan.If answering “NO” to any of the questions, a grading plan and a grading permit shall be required.DrawingsSheet CSAdd note on the coversheet: Photovoltaic system will be submitted under a separate permit and shall be issued prior to building frame inspection request. 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) ☒Fire sprinkler type: (where applicable) ☒Number of stories. ☐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.Note 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. Shop drawings and calculations shall be submitted to the Building Safety Division for acceptance after the responsible project designer has noted his/her acceptance and prior to fabrication.” Truss drawings must reflect compliance with CBC Sections: -Plans, structural calculations, and specifications must be prepared by a California registered civil engineer. (A106.1) - Fire-resistive protection of trusses when required by Table 6-A. -Regulation of prefabricated construction including required inspections and certifications. (1703.6) -Connectors and fasteners shall be installed in accordance with CBC Section 2304.9. -Metal-plate-connected wood trusses shall conform to CBC Section 2303.4. Provide evidence of required fabrication, storage, handling and delivery inspections. -When bearing studs are spaced at 24-inch intervals and top plates are less than two 2-inches by 6-inches, and when trusses are spaced at more than 16” intervals, such trusses shall bear within 5” of the studs beneath or a third top plate shall be installed. (2308.9.2.2) -The ICC approved agency number must be noted on shop drawings. - Note: If the responsible project designer declines to agree to review shop drawings, complete structural calculations and drawings for trusses shall be submitted for review and acceptance by the Building Safety Division prior to issuance of permits for the subject project.Sheet GN.1Remove all unused material specs from sheets.Sheet EN.2CF1R shall use EnergyPro version 8.3.Final CF1R shall be registered prior to approval.Sheet A0.2 Provide existing and proposed contours/spot elevations to indicate general site slope and drainage pattern or provide Drainage plan. (CBC 107)Clearly show all property lines of record on Site Plan. Buildings shall not be constructed over any property line.Sheet A2.0Add North arrow on plans.Provide dimensions for all opening landings.Note 6 – Screened vent size does not match ventilation calculation, revise to match.Sheet A2.1Add North arrow on plans.Provide wall legend to distinguish between new / existing / demo walls.Provide U-Factor and SHGC Factor to door and window schedule.Sheet A2.2Provide North arrow on plans.Identify square symbol outside Bedroom 2.Sheet A2.3Provide North arrow on plans.Sheet A2.4 Roofing requirements – (R902.1) ☐A Class “C” roof is required. On the plan, specify manufacturer’s name, ICC/UL report number and Class for the roofing material. ☐Specify the pitch of the roof plan. Provide two layer of vapor barrier if roof slope is lower than 4:12. ☒Cool roof is required. On the plan, specify CRRC #. Provide and show on the plans, house street number visible and legible from street. (Minimum 4”High x 1” Wide) CRC R319Note 4.1 & 4.6 – Insulation called out does not match with CF1R provided, revise to match.Sheet A2.5Please provide or revise all detail references not provided. Ensure all detail references are correct, e.g. 11/AD.2, 2/AD.3, 3/AD.2 on elevations and 11/AD.3 & 16/AD.4 on notes.Sheet A2.8.1Add North arrow on plan.Show exhaust fan in kitchen on plan. (100 CFM min)Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of not less than 68°F (20°C) at a point 3 feet (914 mm) above the floor and 2 feet from exterior walls in habitable rooms at the design temperature. The installation of one or more portable space heaters shall not be used to achieve compliance with this section. (R303.9)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: - Outside each separate sleeping area in the immediate vicinity of the bedrooms. Please provide in hallway immediately outside Master Bed.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) - Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). Please provide in hallway immediately outside Master Bed.Sheet A2.8.2Add North arrow on plan.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: - Outside each separate sleeping area in the immediate vicinity of the bedrooms. Please provide in hallway immediately outside Bed 2 and 3.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) - Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). Please provide in hallway immediately outside Bed 2 and 3.Sheet AD.3Revise all code references to 2019 (e.g. Detail 6).Specify a minimum 0.019” (No. 26 galvanized sheet gage) corrosion-resistant or plastic weep screed located below foundation plate line and 4 inches above grade on all exterior stud walls or 2-inches above paved areas. (CRC R703.6.2.1) Sheet SN-1Remove 830 address in title block, as these two addresses have been provided as separate submittals.Sheet S2-1.0Add North arrow to plan.Provide Garage and SFD foundation size on plan or have direct reference on plan where foundation size, rebar, and embed can be found.Provide Garage slab on grade and rebar on plan or have direct reference on plan where slab on grade size and rebar can be found.Provide detail for 2x ledger along porch.Provide interior wall post bottom connections.Recheck #1: Comment not addressed.Provide calculations for pad foundations, typical and non-typical.Recheck #1: Comment not addressedSheet S1-2.0Add North arrow to plan.Provide Garage and SFD roof sheathing on plan or have direct reference on plan where size and nailing can be found.Clarify bearing spots for 3-PT BRG roof trusses.Provide framing detail for attic access.Verify if header required at soffit location adjacent to Dining room.Ensure all detail references are provided (e.g. 3/SD-2.1, 4/SD-2.1, 8/SD-2.1)Sheet S2-2.0Add North arrow to plan.It is very hard to read the floor plan, details, and beams. Please clear up any unneeded items for clarity and ease of reading for inspection. This includes clear beam locations, beam sizes, beam spans, detail callouts, posts, and any notes, each item must be distinguishable from surrounding items.Verify truss span at garage.Recheck #1: Comment not addressedIdentify ridge at garage.Provide calculation for TJI on plans.Recheck #1: Comment not addressedProvide load type at all drag loads for deferred drag trusses.Recheck #1: Comment not addressedSheet S2-3.0Add North arrow to plan.It is very hard to read the floor plan, details, and beams. Please clear up any unneeded items for clarity and ease of reading for inspection. This includes clear beam locations, beam sizes, beam spans, detail callouts, posts, and any notes, each item must be distinguishable from surrounding items.Provide load type at all drag loads for deferred drag trusses.Recheck #1: Comment not addressedSheet SD-1Remove all details not applicable to submittal or verify location. (e.g. Detail 18, 22, etc)Sheet SD-1.1Detail A – Remove repeated detail or verify difference from sheet SD-1. Various details are referencing this Detail A as well as Detail A/SD-1, e.g. Detail 12.Detail 12, 13, 14 – Extend plywood to mud sill and reference sill anchor bolt embed to anchor bolt detail.Detail 12, 13, 14 – Note footing embed in details to be from lowest adjacent grade or revise in detail to show to lowest.Sheet SD-2.1Detail 15 – Provide Min edge distance for SDS to both beam and dropped beam.Detail 16 – Coordinate beam under rafter tail with arch, size does not match.Sheet SD-3 – SD-5Verify details are applicable to submittal, remove any details or sheets not applicable.CalculationsProvide calculation for TJI on plans.Recheck #1: Comment not addressedProvide calculations for pad foundations, typical and non-typical.Recheck #1: Comment not addressed(End of Comment)