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Home My WebLink About288995_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: 101110872 PROJECT ADDRESS: 1321 N Custer 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 6/20/2022 INITIAL REVIEW 6/27/2022 EXPIRATION 12/17/2022 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Daniela Reyes 3. TEL: (657)201-0212 FAX: VALUATION: $140,000.00 EMAIL: danielahrc@icloud.com FLOOD ZONE: X-0602320163J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 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. 5. 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. ☒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. These may be picked up at Building and Planning department at applicants’ discretion.DrawingsSheet 1Provide a project description with a complete and detailed scope of work on the cover sheet of the plans. 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 2019 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.Verify if new proposed patio at existing rear 1-story unit is a separate address (1323 vs 1321). List both addresses on set of plans with distinguished work for each in scope of work.Provide drainage and flow direction around all new construction on site plan.Verify (N) Balcony location shown on site plan. Balcony framing not provided on other sheets.Balconies, decks and exterior stairway exposed to weather and sealed underneath shall be waterproofed and sloped a minimum of ¼” unit vertical in 12 units horizontal (2%) for drainage. Specify manufacturer and ICC report number of waterproofing on the plan.Verify small 2-story addition hatch adjacent to balcony on site plan. Provide framing as needed for this area.Sheet 2Provide doors B-D in door schedule.Verify window types for egress windows 2-4, elevation shows single hung windows. Windows do not meet egress net clear requirements. 4’-6” minimum height for single hung windows to meet 24” net clear height requirement.Verify window 2 in (N) M. bedroom with elevations adjacent to (N) Bedroom, window size does not match. Verify asterisk mark at various windows and provide legend or specify purpose.Provide framing details for attic access.Sheet 2.1Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of not less than 68°F (20°C) at a point 3 feet (914 mm) above the floor and 2 feet from exterior walls in habitable rooms at the design temperature. The installation of one or more portable space heaters shall not be used to achieve compliance with this section. (R303.9)Provide/note exhaust at new kitchen range (100 CFM min).Provide (E) or (N) Water heater location.Provide (E) or (N) electrical panel and meter location.Sheet 3 Attic access and Ventilations – ☐Show location(s) of 22" x 30" attic access with 30" minimum clear headroom. (R807.1) ☒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) ☒For an FAU located in the attic, provide a minimum access of 22 x 30 inches, a 24-inch wide walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace and switched by the opening. (CMC 904.11 & 305)1-Hour fire rating required at underside of gable projection alongside adjacent to property line < 5’-0”. Provide detail with proposed rated system.Sheet 3.2Verify all framing shown on elevations with plans. Ensure they match (e.g. Roof rafters, floor joists, wall framing, insulation, etc)Sheet SN1Structural sheets to be stamped and signed by licensed architect/engineer.Verify 1stFloor : Slab on grade noted under Nomenclature. Sheet 5Provide details and notes for WSW walls. Sheets to be stamped and signed by licensed engineer. Under-floor access and ventilation ☒Provide accesses to all under-floor spaces. On the plan, show locations of under-floor accesses – Access opening through the floor shall be 18”x24” minimum; openings through a perimeter wall shall be not less than 16”x24”. (R408.4) ☒Show on the plans – under-floor vent locations, type and size (area = 1/150 of the under-floor space). Locate openings at corners and provide cross ventilation. Provide a cross ventilation summary; on the plans indicate the total area required versus provided. (R408.1) Existing continuous foundation supporting new shear walls shall specify a minimum existing allowable size to support new second floor loading. Provide foundation strengthening required for case where minimum existing is not met. Stairways (R311.7) – ☒Show minimum 36” clear width. ☐Provide/show 6’-8” clearly headroom above the stairway. ☒Show the dimension of rise and run of stairways on plans. Show 7.75" (203mm) maximum rise and 10" (229mm) minimum run with nosing of ¾” minimum and 1 ¼” maximum. Provide rebar for all pad foundation. Guardrails – (R312) ☒Guardrails are required along the open-sided walking surfaces that located more than 30-inches measured vertically to the floor or grade below. Verify locations of details 1, 2, 3, 7, and 8.Detail 6 – Provide blocking size.Sheet 6Please verify framing symbols, they do not seem to match calculations. Provide framing identification on plans for review.Provide drag strap at left side of 5.25x11 beam along line A.5. Provide detail reference for guard rail at floor next to stair opening. Verify guardrail anchor into 4x12 BM meets required spacing/edge distance. Else ensure blocking and connection to beam for anchor support is adequate to act as single support. Verify post and holdown from shear wall above along Grid B. Please see markup on drawings for location. Provide details for California roof framing at entrance at interior end of ridge beam. Provide ridge beam support as needed. Detail D – Provide stair support beam on plan or verify wall top plate support adequate.Sheet 7Provide detail for ceiling joist splice above wall.Verify Roof Rafter shown near Grid 2, provide detail at roof ridge where roof rafter span ends over stairs.Provide details for California roof framing.Provide Ridge Beam/board size at California roof framing. Sheet SDProvide detail titles for all details or provide detail references on plans. Sheet 10Revise detail reference bubble to correct sheet.Provide slope for new patio.Provide detail reference for new roof framing to existing wall.Verify detail 4/4 referenced on plan is accurate. CalculationsVerify all gravity framing ID’s match ID’s on drawings.Ensure all transfer beams supporting holdowns from shear wall above are designed with seismic overstrength values.Page 16 – Verify all footing sizes with drawings. Verify where Pad ID’s occur. Page 26 – Provide typ splice detail to cover required chord forces as designed. (End of Comment)