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Home My WebLink About328555_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: 101123531 PROJECT ADDRESS: 609 N Jenkins 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 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 4/29/2025 INITIAL REVIEW 6/3/2025 EXPIRATION 10/26/2025 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Peter Mac 3. TEL: (714)312-8184 FAX: VALUATION: $121,000.00 EMAIL: mac.peter.t@gmail.com FLOOD ZONE: A-06059C0256J 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: Sheet A1 Exterior walls without Automatic Residential Fire Sprinkler – (Table R302.1(1)) Reference detail on plan where eaves projection into 5-ft of separation distance. Provide one-hour protection on the underside of eave. No projection beyond 2-ft of the fire separation distance. Sheet A2 Walls separating dwelling units (main house and new ADU) shall be minimum 1-hour fire partition. Fire rated floor-ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. Provide details on the plans. (R302.3 CRC) [Please update reference detail – walls between (E) garage and (N) ADU required to be fire rated assembly and sound rating of STC 50] Walls separating dwelling units shall provide airborne sound insulation for walls with an STC rating of at least 50 per. Provide details on plans and provide verification of a tested assembly to achieve the required STC rating of 50. [Please update reference detail – walls between (E) garage and (N) ADU required to be fire rated assembly and sound rating of STC 50] Dwelling/garage separation – Wall between garage/carport and dwelling – Provide minimum 1/2-inch gypsum board on the garage side; extended from foundation to the roof sheathing. (R302.6) Show/provide safety glass in hazardous locations (R308) – Glazing in doors – all fixed and operable panels of swinging, sliding and bifold doors. Emergency escape and rescue openings – (R310) Escape window shall have a finished sill height not more than 44" above the floor. Indicate the dimension on plan Means of egress / Doors – (R311). 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. Plumbing fixtures and fixture setting (CPC 402.5)Water Closet or bidet shall be set at minimum 15 inches from its center to a side wall or obstruction or at minimum 30 inches center to center to a similar fixture. 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. Identify on plan per Elevation Certificate: Top of the bottom floor elevation Lowest Adjacent Grade (LAG) Highest Adjacent Grade (HAG) Sheet A3 Carbon Monoxide Alarms – Provide carbon monoxide alarms at outside of each sleeping area, in the immediate vicinity of the bedroom(s); on every level of a dwelling unit including basements. (R315) 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). Sheet A4 Roofing requirements – (R901): Cool roof is required. On the plan, specify CRRC #. [comment not complete – please specify CRRC # on plan] Please see marked-up plans for additional requirement/comments. Sheet EC Provide updated/valid engineer stamp and signature on the Elevation Certificate Verify section B.9, the base flood elevation (BFE) should be 69.25’ per the hydraulic report Section B10, engineer to indicate that base flood elevation (BFE) is determined by the hydraulic report. Indicate Engineer name and license on section B10 Structural Plan Review Comments: Sheet S1 The foundation plan should be reviewed and approved by the Geotechnical Engineer. (1803). Provide written letter form the geotechnical engineer indicate that all structural details, specification related to foundation comply with soil report Per soil report minimum 24” deep excavation is required, revise note Provide detail how (N) pad footing is integrate with (E) footing Calculation page L-3, EOR to provide derivation how lateral force is determined. Provide how tributary areas are determined. Sheet S2 Specify PSL beam on plan where required by calculation (3 locations) [Comment not complete – PSL beam used on plan required to be identify on plan. Please specify “PSL” on drawing] Sheet SD1 Detail 4: soil report required 5” slab on grade Detail 5: provide depth of the thicken slab 2nd Plan Review Comments (9/22/2025) :EOR to update engineering license on plan. The license has been expired. Typical on all structural drawingsEOR to provide updated calculation with valid engineer stamp. The license has been expired.(End of Comment)