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Home My WebLink About274014_1_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: 101106362 & 102107132 PROJECT ADDRESS: 620 1/2 E Virginia Ave 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 7/2/2021 INITIAL REVIEW 7/11/2021 EXPIRATION 12/29/2021 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Rafael Orozco 3. TEL: (714)469-7232 FAX: VALUATION: $90,000.00 EMAIL: tucomp@gmail.com 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 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. Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper. Provide building information on plans: - Occupancy type: R3 / U - Construction type: Type V – B - Fire sprinklered: Yes / No Scope of the work shows new garage , please show on the site plan and provide construction detail. Provide eave / overhang / projection setback to all property lines.Projections 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)) 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)Glass enclosure doors and panels must be labeled Category II. Swing door outward. Net area of shower receptor shall be not less than 1,024 sq. in. of floor area, and encompass 30-inch diameter circle. (CPC411.7)For 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) Bathrooms, laundry rooms, water closet compartments and similar rooms shall be mechanically ventilated in accordance with the CMC.Glazing within 24” arc of either vertical edge of the door and less than 5’ from the walking surface shall be safety glazed. (CRC R308.4 (2)) Provide detail of roof construction assembly. (CRC 902.1) 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) 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) Submit engineering calculations for vertical and lateral loads prepared by a registered Civil, Structural Engineer or Architect. Additional Structural Corrections may apply. On the drawings, provide Nailing Schedule in conformance with CRC Table R602.3(1). 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 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) Cross reference all calculations for joists, beams, shear walls, etc., to framing/floor plans. Post-beam connections must be detailed on the drawings ensuring against uplift and lateral displacement (2304.9.7) 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): - All plumbing walls are to be framed with a minimum of 6" studs. Clearly identify all design assumptions & load criteria on the plans. As a minimum: - 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) Provide details for retrofit shear and tension anchor bolts on plans. Provide calculations as neededShow exhaust hood and exhaust vent above cooking appliances at the kitchen. (CMC 504.2) All hose bibs must be protected by an anti siphon device. (CPC 603.1) Bathrooms and powder rooms are required to have at least one GFI receptacle outlet within 36 inches of each lavatory. (CEC 210.52(D)) Provide an electrical floor plan showing location of receptacle and lighting outlets. (CEC 210.52(A-H) & 210.70) At least one outlet to be installed at the front and rear of each dwelling unit. (CEC 210.52(E)) Please fill out attached CalGreen Residential checklist and CalGreen Non-residential certification and copy it on the drawings. ( For ADU)Provide post size for 6 x 8 beam.Show location of Hardy panel on the plan; if it does not apply, please remove the details.Please clarify if the concrete slab for ADU is new or existing. Existing House Show R-13 for walls and R-38 for ceiling per energy calculation for existing house.Please verify if remodeled bathroom is addition to existing house.Please provide framing spacing for new Gypsum ceiling (Reason for replacement?)Please clarify why there is a new slab for existing Bathroom. Make a note “ No alteration to structural member and roofing members. “ Provide engineering stamp for removing and replaced bearing wall and enlarging all the openings.Please fillout attached SB-407 and copy it on the drawings.