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Home My WebLink About290869_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: 101111453 PROJECT ADDRESS: 5405 W Fourth St PLAN CHECK ENGINEER: Huang, GaryTEL:714 647-5862 EMAIL: Ghuang@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 7/29/2022 INITIAL REVIEW 8/2/2022 EXPIRATION 1/25/2023 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Jose Elias 3. TEL: (714)209-8916 FAX: VALUATION: $75,000.00 EMAIL: jose3elias@gmail.com FLOOD ZONE: A-0602320252J GUIDELINES: Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2019 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES) The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws All listed plan review comments must be adequately addressed before a building permit can be issued 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. Please see correction 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 plan check fees. PLAN REVIEW COMMENTS: Applicant shall address all the checked‘☒’ correction comments below before resubmitting plans to Building Safety for recheck. ☒1. 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 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. ☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039). ☐2. This project is in a special flood hazard area designated on the flood insurance rate map (FIRM) as zone A or AE. This zone requires that the lowest finish floor elevation (including basement) of the structure shall be at (or above) base flood elevation determined by a hydrology study for the A zone, or at (or above) the base flood elevation specified for the AE zone, on the flood insurance rate map. All elevations must be referenced to the National Geodetic Vertical Datum. Reference should be made to the Flood Plain Management Ordinance, Santa Ana Municipal Code, Chapter 7, for complete requirements. Drawings shall show compliance with said ordinance including noting flood zone and finish floor elevation." ☐3. Note on plans: "A Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE shall be completed by a California Licensed Land Surveyor or California Registered Civil Engineer who is authorized to practice land surveying. The completed ELEVATION CERTIFICATE must be submitted to the Building Inspector at the time of foundation inspection, and a FINAL CERTIFICATE must be submitted at the time of final inspection." ☐4. Provide a project description with a complete and detailed scope of work on the cover sheet of the plans. ☐5. Note on plan: All concealed work installed without permits must be exposed for inspection to the satisfaction of the Building Inspector. This includes methods of attachment and all footings, structural members, mechanical, electrical, plumbing and insulation. ☐6. 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) ☐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. ☐7. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection. ☐8. Add note on the coversheet: Minimum ________(KW) photovoltaic system will be submitted under a separate permit and shall be issued prior to building frame inspection request. ☐9. Provide a complete plot plan showing – (R106.2) ☐Location and size of all structures on the lot. ☐Identify all property lines and easements, streets, etc. ☐Show north arrow. ☐Distances between buildings (main house, detached garage, accessory dwelling unit, etc.). ☐Distances (setbacks) between buildings and property lines. ☐10. 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. ☐11. Provide a Site Drainage plan, prepared by a California registered civil engineer, with the following information, but not limited to: Plan(s) shall be stamped, signed and dated by a California registered civil engineer Location of all existing and proposed structures, property lines, right-of-way lines, and easements, including dimensions and setbacks Drainage slopes and flow patterns Drainage system such as swales, french drains, water collection and disposal system, etc. Drainage plan shall indicate how the site grading or drainage system will manage all surface water flows to be diverted away from buildings and adjoining property lines, in accordance with all applicable codes The grade shall fall not fewer than 6 inches within the first 10 feet from the foundation wall. Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, drains, or swales shall be constructed to ensure drainage away from the structure. Impervious surfaces within 10 feet of the building foundation shall be sloped not less than 2 percent away from the building. (R401.3 CRC) ☒12. Attic access and Ventilations – ☐Show location(s) of 22" x 30" attic access with 30" minimum clear headroom. (R807.1) ☒Show on the plans - attic vent locations, type and size (area = 1/150 of the attic space). Provide an attic cross ventilation summary; on the plans indicate the total area required versus provided. (R806.1) CalGreen Plan Review Comments: ☒1. Attached garage – For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit (40 amp). On the plan, please show compliance with Section 4.106.4.1. ☐2. Plumbing fixtures flow rate limitation Water closet – 1.28 gallon per flush Shower head – 1.8 gallons per minute at 80 psi. Lavatory faucets – 1.2 gallon per minute at 60 psi. Kitchen faucet – 1.8 gallon per minute at 60 psi.☒Additional Review Comment: Sheet A2 Building condition does not meet the requirement using 1/300 for attic vent calculation. Revise calculation using 1/150 and provide additional attic vent where required Sheet A3 (N) 2x6 ceiling joist framing size does not meet the prescriptive method. Provide structural calculation or revise framing Provide construction detail for how (E) ridge connect to (N) ridge Should the roof joist framing call-out over the dining room be (E) 2x? please verify Please verify reference call-out for 1/A4. Should it be 7/A4 Sheet A3.1 (N) 2x6 ceiling joist framing size does not meet the prescriptive method. Provide structural calculation or revise framing Provide attic access for (N) garage Provide ventilation for (N) garage, and ventilation calculation on plan (N) Garage required dedicated 208/240V. Please indicate on plan Sheet A3.2 Detail 1: 1’-6” minimum depth from the lowest adjacent grade. Detail 1/A4 call-out 24”. Please coordinate Detail 6: 5/8” thick type “X” gypboard is required at the interior face for the rated wall Sheet A4 Detail 4: top connection does not consider a non-bearing wall. Suggest to use Simpson STC with ½” gap between top plate and ceiling joist Detail 7: provide minimum embedment for SSTB16. Red marked comment set is available to pick-up at the City Hall. (End of Comment)