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Home My WebLink About289487_2_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: 101111026 PROJECT ADDRESS: 530 S Birch 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): U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 6/29/2022 INITIAL REVIEW 7/18/2022 EXPIRATION 12/26/2022 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Rafael Ramos 3. TEL: (714)351-2315 FAX: VALUATION: $50,000.00 EMAIL: rafaramos1@gmail.com FLOOD ZONE: X-0602320276J 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. Exterior walls without Automatic Residential Fire Sprinkler – (Table R302.1(1)) Exterior walls located less than 5-ft from a property line shall be of one hour construction. Exterior walls located less than 3-ft from a property line – No opening shall be provided. Wall between 3-ft and 5-ft of the property line – 25% of wall openings are permitted. Eaves projection – Provide one-hour protection on the underside of eave when eaves projected into the 5-ft of fire separation distance. No projection beyond 2-ft of the fire separation distance. ☒13. 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) Structural Plan Review Comments: ☐1. Soil Report: A soil reported is required for proposed detached structure exceeding 750 sq.ft. The geotechnical investigations shall be conducted in accordance with Section 1803.2 and reported in accordance with Section 18.3.6 of the 2016 CBC. (R401.4 CRC) ☐ 2. The foundation plan should be reviewed and approved by the Geotechnical Engineer. (1803) ☐3. Show braced walls in compliance with Section R602.10; otherwise, engineer design is required. ☐4. Final plans and calculations are to be stamped, signed and dated by a California licensed architect or California registered civil engineer. ☐5. Provide on the plans, structural material notes (ex. Lumber species & grade, glu-lam beams, concrete (fc’ = ___ psi (min)), steel reinforcement, special inspection requirements, etc.)) ☐6. Provide roof and floor sheathing specification. ☒7. Footing shall be embedded minimum 18” below the finish grade with two (2) #4 reinforcing bars at top and bottom (total 4 re-bars). ☒8. Concrete slab: Minimum 4” thick, reinforced with #4 bars at 18” on center, each way. Concrete slab shall be provided with moisture barrier. ☐9. Existing garage converted into ADU (habitable space): ☐Provide ceiling framing plan to show supporting of new ceiling drywall. Additional ceiling joists may be required. Provide details and clearly cross-reference detail onto the plan. ☐Provide/show lateral support for the proposed ADU. ☐Provide construction details for the infilled wall at the existing garage door opening. Show attachment at top and bottom of wall. Provide concrete curb (stem wall) at existing door opening. ☐Provide moisture barrier for the existing concrete slab. If surface product is used, provide ICC or UL listing☒Additional Review Comment: Sheet A1 Indicate the clear distance from eave to property line at the south face wall No Sheet A2 Electric vehicle (EV) charging station is required per 2019 CalGreen section 4.106.4 Sheet A3 Framing Plan: 2x8 ceiling joist @24” o.c.does not meet prescriptive method. Provide structural calculation or comply with prescriptive method Foundation Plan: Minimum #4 rebar at 24” o.c. Detail 1: foundation to be minimum 18” below lowest adjacent grade Detail 2: 5/8” type X gypboard is required on the interior face for comply for 1 hour rated wall 5-16d Rafter tie connection does not meet prescriptive code requirement. Revise or provide structural calculation for justification Red marked comment set is available to pick-up at the City Hall. (End of Comment)