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HomeMy WebLinkAbout289419_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: 101110990 &101110991 PROJECT ADDRESS: 1423 N Mar-Les Dr PLAN CHECK ENGINEER: Ahangian, KathyTEL:714 647-5812 EMAIL: Kahangian@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B, SPK OCCUPANCY CLASSIFICATION(S): R-3, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 8/30/2022 INITIAL REVIEW 9/3/2022 EXPIRATION 2/26/2023 RECHECKS: 1. 11/12/22 PROJECT APPLICANT CONTACT PERSON: 2.4/10/23 Xavier Velasco 3.6/12/23 TEL: (714)335-1522 FAX: VALUATION: $332,000.00 EMAIL: xavierjordi@posteo.net FLOOD ZONE: 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 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).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 ________ bedroom(s).Amount of $8,179.00; net addition of 5 bedrooms(FOR THE MAIN HOUSE)Amount of $3,714.00; net addition of 1 bedroom (FOR THE JR ADU)Please revise area of the Junior ADU to 568 sf since the stairway is part of the floor area.Ok 11/12/22 Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper. Ok 11/12/22 Specify finish floor elevation of first floor. (CBC 107.2.5)Ok 11/12/22Show the complete legal description and assessor's parcel number on the plans. Not found 11/12/22 Pending 4/10/23, provide all the addresses on the units.Ok 6/12/23 Provide an Index of drawings on cover sheet.Ok 11/12/22The address of the building, and the name and address of the owner(s) and person(s) preparing the plans are required on the first sheet of the plans. (CBC 107)Ok 11/12/22Include address and telephone number of the responsible designer and date of signing of drawings.Ok 11/12/22 Provide eave / overhang / projection setback to all property lines. Pending 11/12/22 , provide I-hr fire rating detail for the over hang.Pending 4/10/23 Not FoundPending 6/12/23, Provide detail. 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 11/12/22, please show on the site plan.Pending 4/10/23 Not Found Pending 6/12/23, show on the site planBasements, 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. Windows ______ do not comply. (CRC R310.1-R310.1.3) (For the 2nd floor bedrooms)Ok 11/12/22Show location of heating equipment on the plans. (CRC R303.8)Ok 11/12/22For 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) Pending 11/12/22, please provide detail. Pending 4/10/23 , Not FoundOk 6/12/23Shower 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 11/12/22Provide a complete full-height section and details of stairway showing: (CRC R311.7) Pending 11/12/22 , Not legibile. Pending 4/10/23, Sheet 8 referenced on sheet 4 is not included. Ok 6/12/23 - Maximum rise of 7¾ inches and minimum run (tread) of 10 inches. - Minimum width of 36 inches. - Stairways positively anchored to the primary structure without using toe nails or nails subject to withdrawal. Stairways within dwelling units and exterior stairways serving a dwelling unit shall have an illumination level of not less than 1 foot-candle measured at the center of the treads and landings. (CRC R303.6)Ok 11/12/22Handrails are required on at least one side of a continuous run of treads or flight with four or more risers. (CRC R311.7.7) Ok 11/12/22The top of handrails shall be placed not less than 34 inches nor more than 38 inches above the nosing of the treads. A clear space of 1-1/2 inches is required between the handrail and the wall.Ok 11/12/22Provide dimensioned details of handrail grips showing a minimum edges radius of 0.01 inch and shall have a one of the following:Ok 11/12/22 - Circular cross sectional diameter shall be between 1 ¼” and 2”. Non-circular handrails shall have a perimeter dimension between 4 and 6 ¼ inches with a maximum cross section of dimension of 2 ¼ inches. (CRC R311.7.7.3 (1)) - Handrails with a perimeter dimension > 6 ¼ inches shall have a graspable finger on both sides of the profile between 1 1/4” to 2 ¾” beginning within ¾” from the top of the profile and achieve a minimum 5/16” depth within 7/8” below the widest profile point and shall continue a minimum 3/8” to a level not less than 1¾” below the tallest portion of the profile. (CRC R311.7.7.3 (2)) Show 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) Pending 11/12/22 Not FoundOk 4/10/23Specify 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) Pending 11/12/22, Show on the detail.Ok 4/10/23 The geotechnical report requires foundation excavations to be reviewed by a geotechnical engineer. Note on the foundation plan "Prior to requesting a Building Safety Division foundation inspection, the geotechnical engineer shall inspect and approve the foundation excavations." (1803)Ok 11/12/22 Have the consulting geotechnical engineer review and approve the foundation plans. (1803)Ok 11/12/22Note on the Foundation Plan(s): “Prior to calling for Foundation Inspection, the building corners shall be surveyed and staked by a California licensed Land Surveyor or qualified Civil Engineer. The survey and staking must be documented and bear the stamp and signature of the person responsible for the survey and staking. The certification document must be submitted to the Building Inspector at the time of Foundation Inspection.” Pending 11/12/22 , Not found.Ok 4/10/23Please provide information for the site preparation/grading from page 5 of soils report on the foundation plan.Ok 11/12/22Provide 24” deep and 18” wide footing for 2 story building per soils report. Pending 11/12/22 Show on detail 5/D2 Pending 4/10/23, please see red marks , show on the drawings.Ok 6/12/23 Provide a minimum of two No. 5 bars at top and at bottom of continuous footing, per soils report.Ok 11/12/22 Provide minimum 24” square for pad footing per soils reportOk 11/12/22 Provide #4 rebar at 18” o.c both direction for slab on grade per soils report.Ok 11/12/22 Provide 15 mil moisture barrier per soils report. Pending 11/12/22 , show on sheet S-2. Pending 4/10/23 Ok 6/12/23 Provide 5” thick slab for driveway.Ok 11/12/22 Please note geotechnical observation and testing information from page 9 of soils report.Ok 11/12/22 On elevation tile roof provided is 7.2 lb, calculation shows 6lb, please clarify and revise accordingly.Pending 11/12/22, Miscellaneous weight is for Insulation, also please include fire sprinkler weightPending 4/10/23, Calculation hasn’t changedPending 6/12/23 Unable to find detail 19/D3, referenced on sheet S-2.Ok 11/12/22 Show where 2-2x12 at the stairways starts and where ends.Ok 11/12/22 Provide posts at end of each beam and headers. Pending 11/12/22 Pending 4/10/23Ok 6/12/23 Shearwalls on the same line shall have the same rigidity. ( please see line A , line B, line D and line E) on roof framing plan. Pending 11/12/22, please change at line ‘D” Pending 4/10/23, see sheet S3 Ok 6/12/23 Detail 24/D3, is there any sheathing for the trusses?Pending 11/12/22 Sheet D3 is missing. Pending 4/10/23 not included. Ok 6/12/23 Please revisit detail 15/ D2,it doesn’t match the location. Pending 11/12/22, Detail is still there.Ok 4/10/23 Detail 9/D2, please provide blocking.Ok 11/12/22 Provide drag from the garage opening to the shear wall.Ok 11/12/22 Provide detail to show how each beam is supported or hanging from other beam. Not Found 11/12/22Ok 4/10/23 Provide attachment detail for hip beam to the wall on the floor-framing plan. Pending 11/12/22 Sheet D3 is missing Pending 4/10/23ok 6/12/23 Please verify if the stairways wall is full height, if not provide detail to show how hinges will be prevented. Pending 11/12/22, show size of the studs for full height wall, provide height of the wall. Pending 4/10/23 Detail 12/D2, doesn’t match the location. Ok 6/12/23 Provide footing for JR. ADU stairway.Ok 11/12/22 Provide detail to show how stairways are hanging from top landing for both stairways . Pending 11/12/22, Not found Pending 4/10/23Ok 6/12/23 Provide framing detail for the stairway intermediate landing. Pending 11/12/22 Is there any beam for the landing , how the stringers are being supported. Not Found 4/10/23 Ok 6/12/23 Provide framing detail for top landing for the JR. ADU. Provide attachment detail for ceiling joists to the stairways wall on floor framing plan. Provide detail for hip beam over porch post to show how hip beam is prevented from slipping off the post. Pending 11/12/22 Sheet D3 not providedok 4/10/23 Specify that foundation sills shall be pressure-treated or foundation grade Redwood. (2304.11.2.2)Ok 11/12/22 Provide a weep screed for stucco at the foundation plate line a minimum of 4 inches above the earth or 2 inches above paved areas. (2512.1.2)Ok 11/12/22 A key plan must be provided for the structural members designed on all pages of calculations so that the calculations and plans may be correlated.Ok 11/12/22 Unable to follow, pleasecross reference all calculations for joists, beams, shear walls, etc., to framing/floor plans.Pending 11/12/22 Identify all the beams and floor joists with number to match calculation on the key plan.Pending 4/10/23 , please make it clear to ease the process.Pending 6/12/23, Provide for all floor beams and floor joists. For all beams that supporting shear walls, provide load combination for seismic load and clarify Omega factor load. Pending 11/12/22, Not found. Ok 4/10/23 Show how all floor beams are being supported. Pending 11/12/22 provide detail Ok 4/10/23 Provide attachment detail for ceiling joists on the first floor to the stairway walls.Pending 11/12/22, not foundPending 4/10/23Pending 6/12/23 Detail 9/D2, doesn’t apply. Ceiling joists are perpendicular to the stairways, revise detail accordingly. Show 2-2x12 floor joists on the garage is D.F#1, per calculation.Ok 11/12/22 Provide calculation for the floor joists to justify they could support 2nd floor exterior walls.Pending,11/12/22 , please include roof load.Pending 4/10/23Pending 6/12/23, pg 19 of the calculation that was referred on the response sheet is for 16’ long F.J, floor joists over the garage is 20 feet long. Provide exterior and interior wall load and total roof load to include roofing material on the calculation. Apply Omega factor to the shear walls over the floor beam for shear walls over the garage Hold down on detail 13/D2, doesn’t apply , please provide hold down that apply to the condition. Provide detail to show how 4-2x4 posts are considered as one member. Pending 11/12/22 provide connection detail Ok 4/10/23 Provide all the truss drag loads on the framing plan. Pending 11/12/22, show on the structural plan.Ok 4/10/23 Detail 16/D2, doesn’t apply to location on sheet S-3.Ok 11/12/22 Please review details on sheet S-3 and revise details that do not apply to the location.Ok 11/12/22 Post-beam connections must be detailed on the drawings ensuring against uplift and lateral displacement (2304.9.7) Pending 11/12/22, not foundOk 6/12/23Note 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.” Pending 4/10/23/ these notes are missing from last submittals.Pending 6/12/23 Note on sheet S-3 Truss drawings must reflect compliance with CBC Sections: -Plans, structural calculations, and specifications must be prepared by a California registered civil engineer. (A106.1) -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.Ok 11/12/22 Submit a review letter by soils engineer and incorporate any requirements and recommendations into the plans.Pending 11/12/22Not Found 4/10/23 Pending 6/12/23Insulation shown on the plans does not agree with CF-1R form; revise framing plans. Wall R= 21, ceiling R=38. Ok 11/12/22Please fill out attached Residential Cal-Green check list and certificate and copy them on the drawings. Ok 11/12/22Provide combustion air for a water heater and/or an FAU located within 12 inches of top and bottom of the compartment. (CMC 701.10(4&6) & 701.3) Ok 11/12/22All hose bibs must be protected by an anti-siphon device. (CPC 603.1) Ok 11/12/22 11/12/22Sheet D3 is missing, unable to do complete plancheck. Not Found 4/10/23 Ok 6/12/23Provide handrail for Jr. ADU’s stairway with detail. Pending 4/10/23Ok 6/12/23 Please see redmarks on the calculation for loading Pending 4/10/23Pending 6/12/23, please apply all the roof loads and revise calculation accordingly. Please note is not an existing building and 5% rule doesn’t apply.-Provide 7.2 lb for tile roof versus 6 lb.Provide exterior and interior wall loadingprovide fire sprinkler weight on the roof load .Call size of wall studs for full height wall at the stairway. Pending 4/10/23 Ok 6/12/23 Provide hold downs at the end of all the shearwalls, on the 2nd and first floor. Pending 4/10/23 Ok 6/12/23Please provide calculation based on CBC 2019and IBC 2018. Pending 4/10/23Ok 6/12/23 4/10/23On Floor framing plan on shearwall line 2, provide shear wall with the same rigidity.Pending 6/12/23Identify shear wall line at the front of the house. Ok 6/12/23Provide calculation for 4x10 Header on 2nd floor wall on line A and B.Ok 6/12/23Provide post size for 4-2x12 member and the location on structural plan.Ok 6/12/23Since first floor and 2nd floor plan has changed show line of the 2nd floor over the first floor.Pending 6/12/23, show over the garage as well as over the house.On detail 9/D2, show the size of the stud for the full height wall. Also Provide blocking Pending 6/12/23, Ceiling joists are perpendicular to the stairway wall.Detail 11/D2, provide A35.Ok 6/12/23Detail 12/D3 and 13/ D3, referenced on sheet S-3 are not included.Ok 6/12/23Detail 17/D2 doesn’t match location, referenced on sheet S3.Pending 6/12/23Please identify all structural member on structural drawings to match engineering calculation.Pending 6/12/23, call out all the members to match calculation.Show location of beam #14, from page 32 of the engineering calculation on the drawings.Ok 6/12/23Unable to find point loads over 3 ½” x14” PSL on sheet 27 of the engineering calculation.Pending 6/12/23, Not found, also please apply Omega factor for the shear walls over the beam.Identify 4 x10 headers on the calculation that carry loads from girder truss. Ok 6/12/23Page 8 referenced on the sheet 4 is not included.Ok 6/12/23Show maximum 44” sill height for the bedroom windows since elevations are changed.Ok 6/12/23 Change wall insulation to R-21 per energy calculation.Ok 6/12/23Please see Planning Division for changing elevations and Floor plan. Show 15 feet ingress and egress easement on the floor plan. Please bring red marked calculation with the red mark plan back.