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HomeMy WebLinkAbout310028_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: 101117501 PROJECT ADDRESS: 2222 W Elder Ave Unit# 3 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 11/21/2023 INITIAL REVIEW 1/23/2024 EXPIRATION 5/19/2024 RECHECKS: 1.2 /13/24 PROJECT APPLICANT CONTACT PERSON: 2.3/11/24 Danny Rodriguez 3. TEL: (714)558-8348 FAX: VALUATION: $120,000.00 EMAIL: drojr50@gmail.com FLOOD ZONE: X-0602320257J 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. 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). -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 2 bedroom(s).Amount of $5,151.00; net addition of 2 bedrooms$5,151.00 x (800sf / 906 sf) = $4548.35 Delete notes and details that do not apply to this project. Ok 2/13/24 Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper. Pending 2/13/24Ok 3/11/24 Provide building information on plans: - Occupancy type: R3 / U Pending 2/13/24Pending 3/11/24 - Fire sprinklered: Yes / No Provide eave / overhang / projection setback to all property lines.Pending 2/13/24 ,Overhang on sheet A3 is 24” ,sheet A9 shows 12” , please clarify.Ok 3/11/24Projections 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 2/13/24,Provide 1-hr fire rated detail. Pending 3/11/24, detail E6/A6 referenced on sheet A3, is not included. Callout detail for the overhang.Walls of dwelling units and accessory buildings without an automatic residential fire sprinkler protection with a fire separation distance less than 5 feet are required to have a full one hour rating. (CRC Table R302.1 (1)) Ok 2/13/24 Provide existing and proposed contours/spot elevations to indicate general site slope and drainage pattern. (CBC 107)Ok 2/13/24 Sun room is not part of this permit. Please show separate permit for the new sun room. Pending 2/13/24 Show on sheet A2.Ok 3/11/24Basements, 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. ( For both bedrooms)Ok 2/13/24Show 30-inch clear width for water closet compartments and 24-inch clearance in front of a water closet.Pending 2/13/24 Show to the grab bar. Pending 3/11/24 Show 15” to the location of side grab bar per exception 1 of comment # 50.Show location of heating equipment on the plans. (CRC R303.8)Ok 2/13/24All 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:Ok 2/13/24 - 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)Ok 2/13/24 - 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: ________. - Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). - 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.Shower 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 2/13/24For each enclosed attic space with a maximum vertical height greater than 30 inches, provide a minimum of 22 x 30 inches attic access. (CRC R807.1) Ok 2/13/24Bathrooms, laundry rooms, water closet compartments and similar rooms shall be mechanically ventilated in accordance with the CMC. Pending 2/13/24, Show on the floor plan. Ok 3/11/24Provide detail of roof construction assembly. (CRC 902.1) Ok 2/13/24 Provide minimum class “C” roofing material.Ok 2/13/24Callout attic vent locations, sizes and types on plans. Provide attic ventilation calculation to show minimum ventilation is provided. (CRC R806.2)Ok 2/13/24Show 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 2/13/24Specify 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 2/13/24, Not found on sheet A9.Ok 3/11/24 Submit engineering calculations for vertical and lateral loads prepared by a registered Civil, Structural Engineer or Architect. Additional Structural Corrections may apply.Pending 2/13/24The design doesn’t comply with prescriptive method.Provide calculation for vertical load since hip beam design is not under prescriptive method. Provide calculation for lateral load for 40’ long wall, provide type and length of shear wall.Pending 3/11/24, _ Provide post at each corner of building to support hip beam with detail 9/SD2. _ Detail 1/ S-2 referenced on sheet S2, is not included, provide detail how interior shearwall connected to the roof diaphragm. On the drawings, provide Nailing Schedule.Ok 2/13/24 Add note on foundation plan: All hold downs must be tied in place prior to foundation inspection.Ok 2/13/24 Show where ceiling joists are supported at, please see red mark on sheet S-2. And provide splice detail.Ok 2/13/24 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 2/13/24 Have the consulting geotechnical engineer review and approve the foundation plans. (1803)Pending 2/13/24 Not foundPending 3/11/24 on sheet A4, copy of soils report provided. Geotechnical engineer shall review foundation plan and stamp it. Please add notes from page 9 of soils report on the foundation plan.Ok 2/13/24 Provide foundation size from page 12 of soils report .Ok 2/13/24 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 2/13/24 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 2/13/24 -All plumbing walls are to be framed with a minimum of 6" studs. - Permissible notching and boring of joists are to be shown on the plans and shall not exceed CBC Section 2308.10.4.2 allowances. - Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. Bored holes in bearing/nonbearing walls shall not exceed 40%/60% respectively. In no case shall the edge of the bored hole be nearer than 5/8 inch to the edge of the stud. (2308.9.10 and 2308.9.11) - Header and trimmer details for doors and windows are to be shown with full length trimmers, specifying the size of the header and trimmer. (2308.10.4.3) Clearly identify all design assumptions & load criteria on the plans. As a minimum:Ok 2/13/24 - Dead Loads of roof/ceiling, floors, exterior/interior walls (R301.2.2.2.1); - Live Loads for roof, attics with limited storage, attics without storage, habitable attics and attics served with fixed stairs, floors, and balconies/decks, and stairs per Tables R301.5 & R301.6; - Wind Loads per Section R301.2.1and wind exposures per Section R301.2.1.5; - Seismic Loads per Section R301.2.2; - Local Jurisdiction Design Criteria per Table R301.2(1) For plywood roof and floor diaphragm specify thickness, grade, T&G edges, panel span rating, nailing schedule and required blocking and panel layout pattern. Pending 2/13/24 Not found on sheet S2.Ok 3/11/24 Provide 3 x 3 x .229" plate washers. CRC R602.11.1Ok 2/13/24 Specify on the framing plans the shear wall material, thickness, size and spacing of fasteners and sole plate nailing. Call out anchor bolt spacing and hold down hardware on foundation plan. Pending 2/13/24Ok 3/11/24Insulation shown on the plans does not agree with CF-1R form; revise framing plans. Wall R=15, ceiling R=19, Roof R= 30 Pending 2/13/24, Pending 3/11/24, R=19 shall be provided per page 7 of energy calculation.Show exhaust hood and exhaust vent above cooking appliances at the kitchen. (CMC 504.2) Ok 2/13/24Provide whole house fan.Ok 2/13/24Please fillout attached Cal-Green Residential checklist and Certificate and copy it on the drawings. Not found 2/13/24, please fillout attached forms.Ok 3/11/24Add a note “ Photovoltaic system to be provided per Title24, under separate permit and installed prior to final inspection.”Ok 2/13/24Provide detail per section R327, for Aging- in- Place. Pending R327.1Aging-in-place design and fall prevention. Newly constructed dwellings subject to the requirements of this code shall be designed and constructed in accordance with Sections R327.1.1 through R327.1.4. R327.1.1Reinforcement for grab bars.Pending 2/13/24, Provide grab bar per exception #1, show location of grab bar and blocking. 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. 2.Reinforcement shall not be less than 2 by 8 inch (51 mm by 203 mm) nominal lumber. [11/2 inch by 71/4 inch (38 mm by 184 mm) actual dimension] or other construction material providing equal height and load capacity. Reinforcement shall be located between 32 inches (812.8 mm) and 391/4 inches (997 mm) above the finished floor flush with the wall framing. 3.Water closet reinforcement shall be installed on both side walls of the fixture, or one side wall and the back wall. 4.Shower reinforcement shall be continuous where wall framing is provided. 5.Bathtub and combination bathtub/shower reinforcement shall be continuous on each end of the bathtub and the back wall. Additionally, back wall reinforcement for a lower grab bar shall be provided with the bottom edge located no more than 6 inches (152.4 mm) above the bathtub rim. Exceptions: 1.Where the water closet is not placed adjacent to a side wall capable of accommodating a grab bar, the bathroom shall have provisions for installation of floor-mounted, foldaway or similar alternate grab bar reinforcements approved by the enforcing agency.Pending 3/11/24 2.Reinforcement shall not be required in wall framing for pre-fabricated shower enclosures and bathtub wall panels with integral factory- installed grab bars or when factory-installed reinforcement for grab bars is provided. 3.Shower enclosures that do not permit installation of reinforcement and/or grab bars shall be permitted, provided reinforcement for installation of floor-mounted grab bars or an alternate method is approved by the enforcing agency. 4.Bathtubs with no surrounding walls, or where wall panels do not permit the installation of reinforcement shall be permitted, provided reinforcement for installation of floor-mounted grab bars adjacent to the bathtub or an alternate method is approved by the enforcing agency. 5.Reinforcement of floors shall not be required for bathtubs and water closets installed on concrete slab floors. R327.1.1.1Documentation for grab bar reinforcement. Information and/or drawings identifying the location of grab bar reinforcement shall be placed in the operation and maintenance manual in accordance with the California Green Building Standards Code, Chapter 4, Division 4.4. R327.1.2Electrical receptacle outlet, switch and control heights.Pending 2/13/24 Electrical receptacle outlets, switches and controls (including controls for heating, ventilation and air conditioning) intended to be used by occupants shall be located no more than 48 inches (1219.2 mm) measured from the top of the outlet box and not less than 15 inches (381 mm) measured from the bottom of the outlet box above the finish floor. R327.1.4Doorbell buttons.Pending 2/13/24 Doorbell buttons or controls, when installed, shall not exceed 48 inches (1219.2 mm) above exterior floor or landing, measured from the top of the doorbell button assembly. Where doorbell buttons integrated with other features are required to be installed above 48 inches (1219.2 mm) measured from the exterior floor or landing, a standard doorbell button or control shall also be provided at a height not exceeding 48 inches (1219.2 mm) above exterior floor or landing, measured from the top of the doorbell button or control.