The URL can be used to link to this page

Home My WebLink About320474_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: 101120821 PROJECT ADDRESS: 541 W Pomona 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 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 9/18/2024 INITIAL REVIEW 10/2/2024 EXPIRATION 3/17/2025 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Araceli Maciel 3. TEL: (714)285-1121 FAX: VALUATION: $125,000.00 EMAIL: aramaci65@gmail.com FLOOD ZONE: X-06059C0276J 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 after obtaining approval from Building and Safety Division, 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 A-1 Please provide new ADU square footage to existing single family residence square footage ratio (ADU sf / SFD sf) on the Cover Sheet. Square footages shall NOT include garage, non-habitable attic space, non-habitable basement space, patio cover, patio enclosure, sunroom and similar uses.Note the following on cover sheet:ADU / SFD = ____sf / ____ sf = ____% The ADU sf / SFD sf ratio is for Park & Rec fee purpose only. The applicant is responsible for the given “SFR sf” of the existing primary residence; Building Safety staff are not responsible for the accuracy of the given “SFR sf”. 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. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. The Building and Safety Division plan review does not include potential electrical, water, or gas revisions required by any non-city utility company. It is solely on the contractor to ensure proposed addition or alteration can and will meet utility company requirements. MEP are subject to building field inspection.Sheet A-2Verify provided setback dimension from PL to west wall. 3’-6” dimension provided does not look correct. Sheet A-3Verify provided setback dimension from PL to west wall. 3’-6” dimension provided does not look correct. Based on setback dimensions provided, 2nd floor wall and roof overhang require 1-hour fire rated system. Specify on plan where required and provide/reference details.New porch line 3’-6” from property line is considered wall line. No opening greater than 25% of wall area is permitted along line. Fire rated wall required or porch shall be shifted as needed. [R302]Porch cover roof projection spanning between 2’-0” to 5’-0” from PL shall be 1-hour fire rated.Sheet A-4Clarify fire rated wall linework note specifying interior walls, perimeter walls shown to have linework as well on plan. Verify detail 1/A6 referenced at fire rated perimeter walls, detail shows gyp board on each side. Detail shall be revised for exterior condition as needed. Stairways (R311.7) – ☒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. 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)Sheet A-5 Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1) Attic access and Ventilations – ☒Show location(s) of 22" x 30" attic access with 30" minimum clear headroom. Else justify omitting access per code allowance. (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)Clarify where T.O.P 1st and 2nd floor height occurs. Dimension does not look to match ceiling clear heights shown on sheet A-6.Clarify where 2nd story FF occurs on elevations.Clarify where 1st floor FF occurs on elevations. Sheet A-6Provide ICC # for proposed water proofing. Sheet U-1Provide carbon monoxide alarm on 1st and 2nd floor directly outside vicinity of bedroom.Sheet S-2Verify constructability of detail reference 13/SD2 at hip beam king posts. 4x4 KP atop 3-2x beams is unclear on how detail provided is to be completed.Provide ridge member size on plan.Provide detail for 3-2x ceiling beam form of attachment. Provide CJ info on plan at roof extension as shown in detail 13/SD3. Sheet SD.1Detail 1 – Note party responsible for required shoring to allow proposed new footing and curb construction. Sheet T-24-1Verify existing conditioned area and total condition area provided in T24 conformance. Existing house should not be considered for detached ADU T24 compliance. CalculationsPage 24 – Verify beam bracing applies at dropped ceiling beam. Typ all dropped beams and headers. (End of Comment)