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Home My WebLink About315073_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: 101119052 PROJECT ADDRESS: 315 E Camile 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 4/25/2024 INITIAL REVIEW 5/14/2024 EXPIRATION 10/22/2024 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Binh Le 3. TEL: (714)264-7690 FAX: VALUATION: $150,000.00 EMAIL: blbuilders68@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 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. Applicant shall obtain clearance/approvals from following departments after obtaining approval from Building and Safety Division, 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). Applicant must pick up red marked sheet from the City prior to resubmittal and return the marked up set with resubmittal PLAN REVIEW COMMENTS: Applicant shall address all the checked‘☒’ correction comments below before resubmitting plans to Building Safety for recheck. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection. [Comment resolved] Add note on the coversheet: Minimum __1.99__(KW) photovoltaic system will be submitted under a separate permit and shall be issued prior to building frame inspection request. [Comment resolved] 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) [Comment resolved] 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. [Comment resolved] 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. [Comment resolved] Energy Conservation – Title 24 Energy forms & calculations Kitchen shall be vented to the outside. On the plan, please show exhaust fan(s) in kitchen (130 cfm or 50% CE for hood over electric range, or 280 cfm or 85% CE for hood over natural gas range) (Table 150.0-G) [Comment resolved] Water Heating system (water heater) – (Section 150.0(n)) Systems using gas or propane water heaters to serve individual dwelling units shall designate a space at least 2.5 feet by 2.5 feet wide and 7 feet tall suitable for the future installation of a heat pump water heater (HPWH) by meeting either A or B listed under Section 150.0(n). A. If the designated space is within 3 feet from the water heater: i. A dedicated 125 volt, 20 amp electrical receptacle that is connected to the electric panel with a 120/240 volt 3 conductor, 10 AWG copper branch circuit, within 3 feet from the water heater. ii. Isolate both ends of the unused conductor. iii. A reserved single pole circuit breaker space in the electrical panel adjacent to the circuit breaker iv. A condensate drain that allows natural draining of the water heater. B. If the designated space is more than 3 feet from the water heater: see additional Code requirements. When a second water heater is installed as part of the addition shall comply with Section (150.2(a)(D). [Comment resolved] Indicate on plan the location of whole house ventilation. [Comment resolved] Structural Plan Review Comments: The foundation plan should be reviewed and approved by the Geotechnical Engineer. (1803). Provide a written letter from the Geotechnical Engineer indicate that all structural drawings, details, and specification related to site preparation comply with soil report [Comment resolved] Sheet S1.0 ADU-Roof Framing Plan Provide plywood thickness and diaphragm nailing pattern Verify detail 4/SD1 reference location Verify detail 10/SD1 reference location Clearly indicate on plan how far the Roof Rafter is spanning. The arrow indicate to both 2x purlin and 2x8 ridge board [Comment resolved] ADU-foundation plan Revise structural calculation to include aspect ratio factor per SDPWS where shear wall h/b ratio greater than 2.0 [Comment resolved] Sheet SD1 Detail 10: provide shear transfer connector from roof rafter to double top plate [Comment resolved] Detail 11: provide beam size below the column cap and provide connection between the beam to column [Comment resolved] Detail 13: Provide full section detail including ridge board. The detail shall include 2x4 brace connection on other side. Revise the 2x purlin on plan to match with the location on detail. SEOR to note that ridge board is offset with ceiling girder, so that 2x4 bracing might not be at the location where the plan is shown. Revise the plan to match with the detail. [Comment NOT resolved – please provide full section detail indicating the relevant location of ridge board, 2x braces and its connection, etc] Provide ceiling joist hanger model [Comment NOT resolved – please callout proper ceiling joist hanger] Detail 18 Verify detail note #1 and #3 as it is reference detail 1 which is not applicable [Comment resolved] Provide footing size [Comment resolved] Provide footing rebar size [Comment resolved]☒Additional Review Comment: Sheet A-1 Floor general notes #6: revise insulation to match with Title 24 calculation result [Comment NOT resolved – wall insulation shall be R15 to match Title 24 result] Provide legible attic ventilation calculation for review [Comment NOT resolved – provide legible attic ventilation for review] Sheet A-3 HVAC system: 17 SEER minimum per Title 24 calculation requirement [Comment NOT resolved – revise HVAC minimum efficient to match Title 24 result] Red marked comment set is available to pick-up at the City Hall.(End of Comment)