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Home My WebLink About309807_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: 101117443 PROJECT ADDRESS: 815 S Parton St PLAN CHECK ENGINEER: Lo, JonathanTEL:714 647-5822 EMAIL: Jlo@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 11/15/2023 INITIAL REVIEW 11/26/2023 EXPIRATION 5/13/2024 RECHECKS: 1.2/27/2024 PROJECT APPLICANT CONTACT PERSON: 2. Placida Chavez 3. TEL: (805)284-1389 FAX: VALUATION: $450,000.00 EMAIL: FLOOD ZONE: X-0602320276J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2022 California Residential Code (CRC); 2022 California Building Code (CBC); CMC = 2022 California Mechanical Code; CPC = 2022 California Plumbing Code; CEC = 2022 California Electrical Code; T = Table; ICC = International Code Council.All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your project, note “N/A” and discuss the reason with the plan checker.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.Resubmit corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment. The applicant shall obtain clearances/approvals for the following, prior to building permit issuance (CHECKED BOXES REQUIRED ONLY): ☒Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process. ☒Public Works Agency approval (647-5039). ☐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). ☐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. ☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance. ☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DrawingsSheet CS Provide the following design data on the first sheet (R106.1.1) ☐Sheet Index ☒Occupancy groups (R-3/U) ☐Type of construction (V-B) ☐Automatic Fire Sprinkler (YES or NO) ☐Number of stories. ☒Flood Zone: X ☐Flood Zone: A ☐Flood Zone: AE ☐Floor area per occupancy group, including the existing structure(s) ☐Construction shall comply with the 2022 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions. Ensure Address in title block is revised to 815 in resubmitted set. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Revise Occupancy Group to R-3.Update all code references to 2022 code. (E.g. General Note #1).Revise sheet A-13 to AD-13 in Sheet Index.Add sheet S-3 to sheet index.Sheet A-1Square footage on plans shall be fixed as written on resubmitted set.Sheet A-3Fix text overlay at Plan Note 2.Provide detail references on Plan Note 6 and 7. 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. ☒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. Dwelling/garage separation – ☒Door between garage and residence shall be solid wood doors not less than 1-3/8 inches in thickness; solid or honeycomb core steel doors not less than 1-3/8 inches thick; or 20-minute fire-rated doors. And doors shall be self-closing and self-latching. (R302.5.1) ☒Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of minimum No. 26 gage sheet steel, and shall have no openings into the garage. (R302.5.2) ☒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) ☒Minimum 5/8-inch Type X gypsum board is required at the underside of floor/ceiling where habitable space is above. Structure(s) supporting floor/ceiling assemblies used for separation shall be protected with 1/2-inch gypsum board. (R302.6) Under-stair protection: Provide ½-inch gypsum board on walls, under-stair surface and soffit on the enclosed side. (R302.7) Handrails – ☒Handrails shall be provided at least on one side of each continuous run of treads or flight with four or more risers. (R311.7.8) ☒Handrails shall not project more than 4.5” on either side of the stairway. (R311.7.1) ☒Provide handrails not less than 34" or more than 38" above the nosing of tread. (R311.7.8.1) Provide 1¼" to 2" handgrip, 1½" from wall. (R311.7.8.3) ☒Handrail(s) shall be continuous the full length of the flight. Ends shall be returned or terminate in posts. (R311.7.8.2) Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1)Sheet A-4Window Type 2 specified in bedrooms do not match dimensions in Window Schedule.Window Type 2 does not meet required clearance dimensions for egress window. 24” clear height is required. Revise window height to be 4’-6” minimum or provide specified product showing 24” clear height dimension. Provide new attic access size on plans.Sheet A-5Roof projection spanning within 5’-0” from property line shall be fire rated underside or code approved alternative. Specify on plan where required and provide detail for proposed or existing compliant system.PC #2: Detail 3/AD-2 does not adequately show 1-hour fire rated projection underside. Entire projection shall be fire rated on the underside, not just the roofing. Attic access and Ventilations – ☒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)Sheet A-10Roofing type shown in enlarged view of Section B does not match plans, revise to match.Elevation from FF to TP in Section B does not match Section A. Revise to match.Sheet EP-11 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) Kitchen shall be vented to the outside. On the plan, please show exhaust fan(s) in kitchen (100 cfm minimum).Sheet S-1Provide existing footing sizes to be verified in field. Existing footing sizes shall be adequate per EOR.Verify detail 5/SD1 referenced on plans, detail is not provided.PC #2: Detail still not provided in drawing set.Provide footing types for all new footings on plan. Pad footings do not have a footing type on plan.PC #2: Footing types still not shown on plans. (e.g. footing at SW-F/SW-3) Ensure all foundations have footing types shown Provide design for interior shear wall foundation. Justify existing slab to be used for shearwall loading support with discontinuous pad footing. PC #2: Calculations have not been provided with resubmitted set.Verify detail reference 8/SD1 found on stairs.Sheet S-2Verify detail 3/SD2 referenced on plans, detail is not provided.PC #2: Detail still not provided in drawing set.Provide detail at BM-2 for guardrail connection from above.Verify detail 4/SD3 referenced on plans, detail is not provided.PC #2: Detail still not provided in drawing set.Sheet S-3Provide detail 12/SD-1 reference on plan for interior non-bearing wall top and bottom connections at each floor. Provide design and detail for partial height wall adjacent to stairway with required guardrail loading. PC #2: Calculations have not been provided with resubmitted set. Response noting to see detail 2/SD2. Detail 2/SD2 does not show guardrail.Verify if holdown strap required at each end of shear wall along Grid SW-A.CalculationsCalculations shall be updated to 2022 Code, please update sheets as needed.PC #2: Calculations have not been provided with resubmitted set.Sheet 14 – Verify Shearwall specified to use SSW with drawings. PC #2: Calculations have not been provided with resubmitted set.(End of Comment)