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Home My WebLink About2514 Reata Pl., Diamond Bar (PR25-0519) (PC1)CITY OF DIAMOND BAR Building & Safety 2180 Copley Drive Diamond Bar, CA 91765 (909)839-7020 PLAN CORRECTION LIST 2022 California Building Standards Code and Title 24, California Administrative Code. PROJECT INFORMATION: Job: Address: 2514 REATA PL., DIAMOND BAR, CA Plan Check No.: PR25-0519 Valuation: $75,000.00 Architect: LAK DEVELOPMENT Use: Occupancy: RESIDENTIAL R3 Telephone No.: 760-486-1697 Type of Construction: Floor Areas: VB 795 Plan Reviewer: TIM TRAN , CBO, MCP, CASp 1" Review Date: 4/26/2025 Telephone #: 626-202-6869 FAX #: 909-594-2658 2" d Review Date: Email: ttpinchk@gmail.com • Provide responses to the corrections listed below onto the plans before a permit can be issued for this project. • CODES: All references pertain to the current 2022 edition of the California Building Standards Code and 2022 California Residential Code, unless otherwise noted. • All corrections shall be made to the original drawings and re -printed and submitted for re- check. Marked up plans will not be accepted. • Please return this plan checklist with the redlined set and three revised sets when you return plans and calculations for recheck. Note: For Electronic Plan Check — hard -copy plans do not need to be provided during plan check until permit is ready to issue, and further instructions will be provided by City Permit Clerk. • Please provide a notation in the margin next to each comment indicating where in the plans it has addressed! PLAN REVIEW COMMENTS Indicate Where Correction Made GENERAL 1. All persons preparing or being in responsible control of plans and specifications for others must sign those plans and specifications, and if licensed under Chapter 3 or Chapter 7 of Division 3 of the Business and Professions Code must affix a stamp to those plans and specification. [BPC 5536.1 & 6735] ARCHITECTURAL [CBQxxx.xxl Al. Sheet A-0, lot must be graded to drain surface water away from foundation walls. The grade must fall not fewer than 6 inches within the first 10 feet (5 percent). [R401.3] A2. Sheet A-2: 1. Please provide wall legend representing dash -line walls. II. Where provided, passenger elevators, limited -use and limited -application elevators or private residence elevators must comply with ASME A17.1/CSA B44. [R321.1] (Provide elevator cut sheet.) III. Please show new slab area. IV. Glazing in an individual fixed or operable panel that meets all of the following conditions is considered to be a hazardous location: i. The exposed area of an individual pane is larger than 9 square feet. ii. The bottom edge of the glazing is less than 18 inches above the floor. iii. The top edge of the glazing is more than 36 inches above the floor. iv. One or more walking surfaces are within 36 inches, measured horizontally and in a straight line, of the glazing. [R308.4.3] V. Please provide wall construction details. VI. A corrosion -resistant screed or flashing of a minimum 0.019-inch or 26- gage galvanized or plastic with a minimum vertical attachment flange of 3 1/2 inches must be installed to extend a minimum of 1 inch below the foundation plate line on exterior stud walls in accordance with Section R703.4. [R703.12.2] A3. Sheet A-3: I. Exterior side -hinged doors must be tested and labeled as conforming to AAMA/WDMA/CSA101/I.S.2/A440 or comply with Section 1709.5.2. [1709.5.1] 11. Glazing in an individual fixed or operable panel adjacent to a door is considered to be a hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor or walking surface and it meets either of the following conditions: i. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. ii. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of an in -swinging door. [R308.4.2] III. Where balconies or other elevated walking surfaces are exposed to water from direct or blowing rain, snow, or irrigation, and the structural framing is protected by an impervious moisture barrier, the construction documents must include details for all elements of the DARKA\RKA Projects 2025\Due 5-1-25 Diamond Bar PR25-0519 pc1\2514 Reata PI., Diamond Bar (PR25-0519) (PC1).docx Page 2 of 4 Indicate Where Correction Made impervious moisture barrier system. The construction documents must include manufacturer's installation instructions. [R106.1.6] IV. Where balconies or other elevated walking surfaces are exposed to water from direct or blowing rain, snow, or irrigation, and the structural framing is protected by an impervious moisture barrier, all elements of the impervious moisture barrier system must not be concealed until inspected and approved. [R109.1.5.3] V. Enclosed framing in exterior balconies and elevated walking surfaces that are exposed to rain or drainage from irrigation must be provided with openings that provide a net -free cross ventilation area not less than 11150 of the area of each separate space. [R317.1.3] A4. Sheet A-8: I. Exterior walls must provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope must include flashing as described in Section R703.4. [R703.1] IL Approved corrosion -resistant flashing must be applied shingle fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing must comply with AAMA 711. Fluid -applied membranes used as flashing in exterior walls must comply with AAMA 714. The flashing must extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings must be installed at the following locations: i. Exterior window and door openings. Flashing at exterior window and door openings must be installed in accordance with Section R703.4.1. ii. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. iii. Under and at the ends of masonry, wood or metal copings and sills. iv. Continuously above all projecting wood trim. V. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood - frame construction. vi. At wall and roof intersections. [R703.4] STRUCTURAL [CBC§xxx.xxl S 1. Sheet S-3: I. Please reference holdown detail to floor plan. II. Revise header "6FT Header" per calculation. III. Provide strap at top plate from new to existing wall. IV. Provide cross reference to applicable details for joist connection and beam to beam connection. S2. Sheet S-4, provide strap at top plate from new to existing wall. S3. Sheet S-5, provide calculation justifying the capacity of existing hip beams. S4. Design ceiling joist using 20-psf live load when attics have 42-inches or higher of clear space between joist and rafter (use 10 psf for clearance < 42"). [CRC R301.5. Footnote b and g] (Ceiling joists and beams.) S5. Identify member ID on sheet 7 of calculation. D:\RKA\RKA Projects 2025\Due 5-1-25 Diamond Bar PR25-0519 pc1\2514 Reata PI., Diamond Bar (PR25-0519) (PC1).docx Page 3 of 4 Indicate Where Correction Made ENERGY BUILDING CODE [CEnC§xxx.xxl El. Approval recommended. GREEN BUILDING CODE [CGBSQxxx.xxl G1. Approval recommended. MECHANICAL [CMC§xxx.xxl Ml. Provide mechanical plans. ELECTRICAL [CEC§xxx.xxl El. Provide electrical plans. PLUMBING [CPC&xxx.xxl P 1. N/A. D:\RKA\RKA Projects 2025\Due 5-1-25 Diamond Bar PR25-0519 pc1\2514 Reata PI., Diamond Bar (PR25-0519) (PC1).docx Page 4 of 4