HomeMy WebLinkAbout318194_4_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:
102120075
PROJECT ADDRESS:
936 S Halladay St
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
7/18/2024
INITIAL REVIEW
7/31/2024
EXPIRATION
1/14/2025
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Allen Nwgrete
3.
TEL:
(949)375-0822
FAX:
VALUATION: $80,000.00
EMAIL:
allennegrete@drbsocal.com
FLOOD ZONE: X-0602320276J
GUIDELINES:
Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies
This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2022 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES)
The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws
All listed plan review comments must be adequately addressed before a building permit can be issued.Review all corrections and provide a written response.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
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.
Applicant shall obtain clearance/approvals from following departments after obtaining approval from Building and Safety Division, 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.
☐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).
☒Public Works Agency approval (647-5039).
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☒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.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).
Applicant must pick up red marked sheets from the City prior to resubmittal and return the marked up set with resubmittal. The drawings markups (Redlines) are available to pick up at the Building Division counters by walk-ins. Appointments are not required. Our business hour is Monday through Thursday and alternative Fridays from 8:00 am to 3:00 pm. See the Holiday and Closed Friday Schedule before you plan your visit.
Resubmittal Instructions – Provide a written response to the Plan Check Comments. Provide two copies of the latest construction document (drawings, calculations, and others related document). Provide one additional copy of drawings for new constructions or additions. Resubmit all construction document with one of the three options below:
Resubmittal Bin: Complete the Plan Check Re-Submittal Form along with the resubmittal. The resubmittal bin is available at the City Hall Ross Annex lobby, Monday through Thursday and alternating Fridays from 8:00 am – 4:00pm. See the Holiday and Closed Friday Schedule before you plan your visit.
Walk-ins: Daily walk-ins are available for resubmittals at first come first serve basis. Please note all scheduled appointments will be served first prior to any walk-ins.
Appointment: Call the Building division at 714-647-5800 to schedule a resubmittal appointment, or contact your assigned permit counter staff for your specific project.
Plan Check Expiration – This plan check will expire after 180 days from the submittal date unless the applicant request for an extension. The extension request must be in writing and demonstrate a justifiable cause. The Building Official is authorize to grant a one-time extension of additional 180 days. If the extension request is approved, all plan checks will expire after 360 days from the submittal date. No further extension will be granted after 360 days from the submittal date.
MEP Reviews – This review does not include Mechanical, Electrical, and Plumbing (MEP).
PLAN REVIEW COMMENTS:
Applicant shall address all the checked‘☒’ correction comments below before resubmitting plans to Building Safety for recheck.
Provide a project description with a complete and detailed scope of work on the cover sheet of the plans.
[Comment not complete – scope of work item #7, utility room per sheet A1 only show 1 new sliding door, and no new window. Remove item #7 if not applicable]
Note on plan: All concealed work installed without permits must be exposed for inspection to the satisfaction of the Building Inspector. This includes methods of attachment and all footings, structural members, mechanical, electrical, plumbing and insulation.
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.
Provide building sections to show building envelope, including wall, floor, and roof/ceiling insulation, per Title 24 calculation.
Sheet C-1
Per Sheet G-1, under scope of work, item 1, item 2, and item 3 for demolition of unpermitted bathroom, guest quarter, and enclosed patio indicated “already completed”, if so, list the permit number on plan next to each building. If not, remove the “already completed” notes, and remove black highlight
Sheet G-1
Repeated sheet G-1. Consolidate information on to one sheet. Provide indicate permit number for each individual work under the scope of work for those are completed. If not, remove black highlight
Special Inspection note #4, #5, #7, and #13: revise design code reference to current adapted building code 2022.
Design criteria:
SEOR to revise seismic design coefficient per CBC 2022
[Comments not complete – EOR to verify spectral response coefficient, and seismic design coefficient]
SEOR to update design soil property to code minimum per CBC Table 1806.2; otherwise provide soil report
Floor load/roof load: SEOR to delete/coordinate loading criteria per structural calculation
Sheet A-1
Window schedule: window type 4, and type 5 required tempered window. Provide tempered glass on window schedule
Sheet A-3
Provide roof slope for the (N) added area
Provide roofing material for the (N) added area. On the plan, specify manufacturer’s name, ICC/UL report number and Class for the roofing material.
Sheet A-4
Architect to verify elevation callout. Per plan detail 4/A-1 north arrow indication, detail 1/A-4 should be “south elevation”. Coordinate with plan arrow on sheet A-1
Provide the dimension (window height from the finished floor) for the bathroom window. Glazing in enclosure for or walls facing hot tubs, bathtubs, showers, whirl-pools, saunas, steam rooms where the bottom edge of the glazing is less than 60” above the any standing surface required tempered glass.
Verify elevation callout for detail 2/A-4
Sheet A-5
Verify elevation callout for detail 1/A-5, and detail 2/A-5
Provide construction detail for weep screed
Structural Plan Review Comments:
Structural drawings provide are not complete. Please provide complete structural details for foundation, roof, wall construction details, and structural calculation for review. Further review is required
Sheet S-1
Note provided on detail 2/S-1 “additional vertical and horizontal loading is less than 10% of original demand, no shear wall is required since lateral demand was not increased by more than 10%” does not apply. CBC 2022, Part 10, Chapter 5 section 502.5 stated where addition is not structural independent of existing structure and addition act together as a single structure shall be show meeting the requirement of CBC section 1609. For vertical less than 5% from original the existing building does not required to be analyzed a new building is applicable to the existing portion and not for the new added structure.
Provide structural calculation justification for gravity & lateral analysis for the new addition
Indicate the length, location of shear wall on plan for the (N) addition
[Comment not complete – sheet S-2, provide calculation justification shear wall length required for the common wall between the utility room and the kitchen. Indicate the required shear all length, location and holdown on plan]
[Comment not complete – no calculation found in the re-submitted package. Please provide calculation for revew]
Provide/reference details for (N) footing to (E) footing
[Comment not complete – no detail found. Please provide and reference detail for (N) footing to (E) footing]
[Comment not complete – detail 7/SD-2 is a (N) thicken slab to (E) footing connection. The (N) footing should be at the same depth to the (E) footing (or deeper). Please provide a detail for (N) footing tie into the (E) footing.]
Provide roof sheathing thickness and naming pattern on plan for the (N) addition
SEOR to coordinate & delete all details that are not applicable to this project, e.g. sheet SD4 to sheet SD8
SEOR to reference detail on plan
Provide construction detail for stair from (E) kitchen to (N) utility room
[Comment not complete – provide detail and reference on plan for how top of the stringer is connecting to building framing]
[Comment not complete – provide stringer supporting framing size and connection detail of how (E) floor joist to (N) stringer supporting framing size.]
Verify detail reference callout for detail 5/SD-3, 8/SD-1 and detail 4/SD2. They are not applicable for this specific location
Sheet SD-1
Detail 7: This is not a truss roof per plan sheet S-1. Revise detail and coordinate with roof plan
Detail 8: This is not a truss roof per plan sheet S-1. Revise detail and coordinate with roof plan
Sheet SD-2
Detail 3: Provide header size on plan
Detail 4 Header size not found on plan per detail. Provide header size on plan. Provide structural calculation justification for review
Detail 5: The (N) added portion is slab-on-grade per sheet S-1. This detail does not apply. Coordinate with drawing plan and revise this detail
Detail 6: provide reference detail 3/S-511 for review
Sheet SD-4 to Sheet SD-8: SEOR to verify and coordinate the applicability of details. Delete details that are not applicable and reference detail on plan. Further review is requiredPlan Review Comments [4/1/2025 submittal]Sheet S-3Provide construction detail and reference on plan for how (N) roof framing of the utility room to (E) wall framingSheet SD-1Detail 7: provide shear transfer from roof sheathing to wall double top plate[EOR to verify, detail 7/SD1 and detail 6/SD2 referenced on sheet S-3 has conflicted information. Detail 7/SD1 is shown flat room while detail 6/SD2 is sloped roof]Sheet SD-3Detail 5 - anchor bolt notes: shear wall schedule on sheet S2 does not include washer requirement. Foundation anchor bolt shall have minimum plate washer 0.229”x3”x3” per SDPWSSheet SD-3Detail 4: provide stair stringer size and spacing on plan
[Comment not complete – provide stringer framing supporting size and connection detail of how (E) floor joist to (N) stringer supporting framing size.]Sheet SD-7, SD-8Verify sheet number. The submitted drawing number for 2022 CALGreen are shown SD-4, and SD-5 respectively. Revise sheet number to match sheet index(End of Comment)