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Home My WebLink About286531_5_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: 101110121 PROJECT ADDRESS: 1233 S Shelton St Unit# 2 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 4/18/2022 INITIAL REVIEW 5/3/2022 EXPIRATION 10/15/2022 RECHECKS: 1.8/4/2022 PROJECT APPLICANT CONTACT PERSON: 2.11/17/2022 Juan Carlos Sanchez 3.2/28/2023 TEL: (714)261-6575 FAX: VALUATION: $50,000.00 EMAIL: djsanchez75@gmail.com FLOOD ZONE: X-0602320257J 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.DocumentsFinal plans and calculations are to be stamped, signed and dated by a California licensed architect or California registered civil engineer.PC #2: Comment not addressedDrawingsSheet CV1.0 Provide the following design data on the first sheet (R106.1.1) ☒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.Sheet SP1.0Verify Site Plan Scale.Provide dimension from west side to property line.PC #2: Comment not addressed, please provide setback at west side of ADU. PC #3: Provided dimension = 1’-11”. Projection not permitted within 2’-0” from property line. Existing eave shall be shown and noted to be demo’ed, not fire rated. Please note on plans and elevations. Sheet A1.0Provide U-Factor and SHGC for new windows in window schedule.Egress Window 4 to be 4’-6” minimum height to ensure 24” clear height or specify specific mfr. Window does not need to be an egress window for open bedroom space, however recommended to keep it as such.Verify and provide existing shear wall elements to ensure adequate lateral system for added ceiling weight.Verify existing foundation occurs at existing garage door opening. Else, new foundation required to be doweled into existing foundation and slab for new wall.PC #2: See additional comments.Provide framing around new attic access.PC #2: Comment not addressed, please verify where framing can be found around new attic access opening. 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)Sheet A1.1Provide new wood grade and material notes.PC #2: Comment not addressed, material notes not found.Provide details for new ceiling connections to perimeter as well as ceiling joist to ceiling joist. PC #2: See additional commentsNote on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet A2.0West Elevation 1: Existing eave cannot extend past property line for new ADU. Demo as required.Sheet A3.0Verify new ceiling joist spacing ea direction, does not match plans. Sheet AD1.0Detail 11 – Provide epoxy info and ICC approval. Detail 12 – Provide new ceiling joist connections. PC #2 Additional CommentsSheet SP1.0 – Verify Detail 1/AD2.0 reference at ADU wall.Sheet A3.0 – Section 1 – Verify ceiling joist called out.PC #3: CJ spacing does not match structural plans, please coordinate.Sheet AD1.0 – Detail 12 – Specify fire rated system on exterior side of perimeter wall (Stucco, gyp, etc..)Sheet S1.0Provide new post sizes on plan.Verify detail references on Foundation Plan. They do not seem to match details.Verify if concrete hatch shown on foundation plan is new. New foundation shall be doweled into existing slab and existing foundation.PC #3: New footing is specified on drawings, please provide new footing size and reinforcing. Detail 1/SD1.0 referenced on plan does not provide new footing information.Verify new ceiling joist framing directions on framing plan.Provide girder joist size supporting ceiling joists on sides of ADU. Verify if RJ or CJ framing shown on framing plan. Sheet SD1.0Detail 1 – Provide epoxy information (Type and ICC)Detail 4 – Provide CJ connection and verify new CJ beam size specified in detail.PC #3: Detail specifies roof truss, please verify if existing roof truss exists. Detail shall match proposed design including existing roof framing and new ceiling joist. Provide new ceiling joist nailing in detail. PC #3 Additional CommentsSheet CV1.0 – Scope of work notes Jr. ADU. Proposed conversion is not a Jr ADU. Revise to “ADU”.Sheet AD1.0 – Details on sheet from previous submittal have been removed, verify intended removal or else provide. Detail references on plans still reference removed details.Sheet S3 – Where details on plans state ALT., verify if this is intended to be alternative of one or the other detail. Alternative details do not look to apply as alternative options. For example, detail 11/D1 and 8/D1 on Grid 2 do not look to be interchangeable. Detail 8/D1 and 9/D1 should apply along entire perimeter as needed for concrete curb.Sheet D1 – Detail 13 - Verify 8" step from existing grade at garage door location. If existing driveway is level with slab on grade, provide new concrete stem wall along line.Calculation C1-CEILING JOIST – New ceiling loads are not found in member design, apply ceiling load supported by ceiling beam at trib width. Provide calculation for new ceiling beam end nailing vs nailing schedule with added roof loading. (End of Comment)