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Home My WebLink About325299_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: 102122386-87 PROJECT ADDRESS: 1937 S Greenville 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 2/4/2025 INITIAL REVIEW 3/6/2025 EXPIRATION 8/3/2025 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Olivia Guerrero 3. TEL: (323)534-5158 FAX: VALUATION: $52,888.00 EMAIL: guerreropd21@gmail.com FLOOD ZONE: X-06059C0257J** Please note: this is the 3rd plan check, if the comments are not completely addressed/resolved after this review, additional plan check fee will be required/charged on an hourly rate basis ** 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: 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. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection. Indicate on plan the maximum eave overhang. 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 not completely addressed – detail 7/A-3 for 1 hour fire resistant eaves required 5/8” type ‘X’ gypboard on the inside face of wall. Please indicate on plan] 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) Exterior wall covering – Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1) Roofing requirements – (R901): Cool roof is required. On the plan, specify CRRC #. Please see marked-up plans for additional requirement/comments. Energy Conservation – Title 24 Energy forms & calculations 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). Structural Plan Review Comments: LDBS wood frame prescription method information bulletin, as stated, only for information and reference. The addition for (N) attached ADU and (N) bedroom has altered the existing main house lateral system at the common walls. Please provide structural calculation for design of ADU and room addition. The Final plans and calculations are to be stamped, signed and dated by a California licensed architect or California registered civil engineer. See comment #2 below for additional comments Sheet S-2 At the common walls between the (E) main house and (N) ADU/room addition, provide structural calculation justification for (E) shear wall capacity with added loads. Indicate on pan the location of (E) shear walls or minimum length shear wall requirement per calculation result [Comment not complete – calculation not found. Please provide calculation justification and provide page number for review] [Comment not complete – calculation not found for the comment walls between the (E) main house and (N) ADU/room addition. See drawing for location] Provide patio cover column design. These column are considering as a cantilever column design. Provide calculation justification 4x4 columns and footing design [Comment not complete – calculation provided is not for a cantilever column design. Cantilever column design for the patio shall be using R=1.5. Provide fixity connection detail from post to footing. The footing shall be capable to sustain moment from the post above] [Comment not complete – submitted calculation page#10-13 used R=7.0 and it does not comply with using cantilever column per ASCE 7, table 12.2.1. Please revise calculation. In addition, detail 15/S-3, EOR to provide calculation justification that 6x6 post and Simpson CB column cap is capable to transfer moment to foundation. See calculation for additional comments. Suggest to use Simpson MPBZ moment post base and detail per the Simpson catalog] Detail 16/S-3 does not reflect the accurate condition. Revise detail to match per plan Provide calculation for the 4x10 header design 2x10 ceiling joist for both the ADU and the room addition does not comply with the prescriptive method. Provide proper framing size by either complying with the prescriptive method or provide engineer justification verification [Comment not complete – clearly indicate the direction of the ceiling joist. It is unclear from the plan which direction the joist is spanning from and to] Sheet S-3 Detail 1: Anchor bolt required 3”x3”x0.229 steel plate per NDS 4.3.6.4.3 Note for 5/8” diameter Simpson screw anchor is not clear. Detail 2: provide spacing of top and bottom $4 rebar dowel Detail 4: provide spacing for the dowel bar Detail 5: provide dowel to tie with building footing Detail 6: provide schedule for review Detail 7: provide hanger type Detail 18 Provide shear connector for load transfer for the extend wall Provide beam size for the supporting beam for the extend wall. And indicate the beam on plan. Is this beam connect to the building? Or it has a column support? Prior to submit the hard-copy drawings for approval and permit issuance. It is at applicant’s discretion, as an option, to submit a full-set electronic drawing (in pdf format) for a courtesy review. Please include the original red-marked comment drawing set, red-marked calculation, and all supporting document (revised calculation, etc.) for an expedite review. 2ndPlan Review Comments (4/2/2025): Sheet S-1: lumber note, calculation required horizontal lumber to be Douglas fir larch NO. 1 or better. Revise notes to match with calculation Sheet S-2: Provide structural calculation for the ridge beam design and provide ridge beam support and detail on plan. Total of 2 locations. Verify at the ADU 4x6 header under the 2x8 ridge beam at the exterior wall is one continuous piece or two separate pieces. (End of Comment)