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Home My WebLink About312450_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: 101118236 PROJECT ADDRESS: 1218 W Cubbon St Unit# 2 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 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 2/9/2024 INITIAL REVIEW 2/26/2024 EXPIRATION 8/7/2024 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Francisco Gutierrez 3. TEL: (714)248-4910 FAX: VALUATION: $150,000.00 EMAIL: frankh9g@yahoo.com FLOOD ZONE: X-0602320257J 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 2022 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. 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- ☒2. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection. ☒3. Add note on the coversheet: Minimum ___2.38_____(KW) photovoltaic system will be submitted under a separate permit and shall be issued prior to building frame inspection request. ☒4. 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. ☒5. 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) ☒6. 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. ☒7. Means of egress / Doors – (R311) ☐All dwellings shall provide with a means of egress. The means of egress shall provide a continuous and unobstructed path. Provide minimum one side-hinged door with minimum clear width of 32 inches and 78 inches clear height (3’-0” x 6’-8” door). ☒On the plan, provide a landing or floor on each side of each exterior door. Landing shall have width of not less than the door served and a minimum of 36” measured in the direction of travel. ☐Landing shall not be 1 ½” lower than the top of the threshold when doors swing over the landing or floor; otherwise, landing can be 7 ¾” maximum lower than the top of the threshold. ☒8. Roofing requirements – (R901) ☒Cool roof is required. On the plan, specify CRRC #. ☒9. Aging-in-place Design & Fall Prevention – (R327) ☒Reinforcement for grab bar: at least one bathroom on the entry level shall be provided with reinforcement installed. Where there is no bathroom on the entry level, at least one bathroom on the second or third floor of dwelling shall comply Reinforcement shall be solid lumber or other construction materials approved by the enforcing agency. Reinforcement shall not be less than 2x8 inches nominal lumber or other construction material provide equal height and load capacity. Reinforcement shall be located between 32 inches and 39 ¼ inches above the finished floor flush with the wall framing Water closet reinforcement shall be install on both side walls of the fixture, or one side wall and the back wall Shower reinforcement shall be continuous where wall framing is provided 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 above the bathtub rim ☒Electrical receptacle outlet, switch and control height: Electrical receptacle outlets, switches and control (including controls for heating, ventilation and air conditioning) intended to be used by occupants shall be location no more than 48 inches measured from the top of the outlet box and not less than 15 inches measured form the bottom of the outlet box above the finish floor ☒Doorbell buttons: doorbell buttons or controls, when installed, shall not exceed 48 inches 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 measured from the exterior floor or landing, a standard doorbell button or control shall also be provided at a height not exceed 48 inches above exterior floor or landing, measure from the top of the doorbell button or controls. ☒10. Please see marked-up plans for additional requirement/comments. Energy Conservation – Title 24 Energy forms & calculations ☒1. New building, or addition more than 1000 sq.ft. – Provide Whole house ventilation. On the plan, please provide/show method of whole house ventilation in compliance with ASHRAE Standard 62.2. – provide complete notes, details and calculations. (150.0(o)); (150.2(a)(C)) Structural Plan Review Comments: 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 2022 CBC. (R401.4 CRC) The foundation plan should be reviewed and approved by the Geotechnical Engineer. (1803) Sheet S1.0: Detail 10/S3.0 does not apply where the roof rafter and the ceiling joist are perpendicular in different directions. Provide detail Provide structural calculation for Diaphragm design Chord and grad design/analysis Sheet S3.0: Detail 10: This detail does not work as roof rafter and ceiling joist are at different spacing. Revise detail as required Sheet S3.1: Detail 3: provide connection between hip beam and 4x framing for shear transfer☒Additional Review Comment: Red marked comment set is available to pick-up at the City Hall.(End of Comment)