HomeMy WebLinkAbout319696_4_Corrections.docxPLAN 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:
101120556-62
PROJECT ADDRESS:
300 E Dyer Rd
PLAN CHECK ENGINEER:
Anson So (Arch. Review)
Jonathan Lo (Stru. Review)TEL:714
647-5830
EMAIL:
aso@santa-ana.org
jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III B
OCCUPANCY CLASSIFICATION(S):
B, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/14/2024
INITIAL REVIEW
10/15/2024
EXPIRATION
4/12/2025
RECHECKS:
1.01/08/2025
PROJECT APPLICANT CONTACT PERSON:
2.
Geoff Garland
3.
TEL:
(310)529-3539
FAX:
VALUATION: $7,850,000.00
EMAIL:
Ggarland@idsrealestate.com
FLOOD ZONE: X-06059C0278J
APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSAll 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 two corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment.
GENERAL REQUIREMENTS
Clearances - Obtain any applicable approval from the following agencies prior to permit issuance:
Planning Division – The plans approved by the Building Division must include the Planning approval stamp. Building staff will notify the Planning Division for approval. For approval status, contact the Planning Division at (714) 647-5804 or visit the Planning Division counters.
Public Works Agency (PWA) – Obtain PWA clearance if any of the following applies: project valuation exceeds $30,000, project has added plumbing fixtures, added bedrooms, or project exceeds 500 square foot in new construction (not renovation). After the Building Division approves your project, visit the Building Division counters and request a copy of the approved plan. Bring the approved plan to the PWA counters for approval. After PWA approves your project, return the approved plan to the Building Division counters.
Police Department (PD) – The plans approved by the Building Division must include the PD approval stamp. After the Building Division approves your project, Building staff will notify PD for approval. For approval status, contact the PD at (714) 647-5840 or email PolicePlanCheck@santa-ana.org.
Orange County Fire Authority (OCFA) - Submit plans to OCFA immediately if you answer “Yes” to any part of questions 1 through 10 on the plan submittal criteria. Bring an OCFA approved plan to the Building Division counters for permit issuance. Contact OCFA for approval status.
County of Orange, Health Care Agency, Environmental Health (OC Health) – Submit plans to OC Health if the business involves food service. Contact OC Health for submittal requirements. If OC Health approval is required, bring an OC Health approved plan to the Building Division counters for permit issuance.
School District – After the Building Division approves your project, Building staff will send a School Fee Form to your school district if school fee applies to your project. Applicant shall pay the school fee and bring the signed Certificate of Compliance form to the Building Division counters for permit issuance.
Cal/OSHA – Check the Cal/OSHA permit requirements here.
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).
Additional plan check fee will be required after the third review on hourly basis.
INSTRUCTIONS:
Plan Check Comments Instructions - Review all corrections and provide a written response.
Redline Pickups Instructions - 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 REVIEW COMMENTS:
TITLE SHEET (A0.1)
Sheet Index indicates sheet ‘A0.3’, sheet ‘A0.4.3’, and sheet ‘A1.0’. Sheet ‘A0.3’, sheet ‘A0.4.3’, and sheet ‘A1.0’ are missing on the plan.
Under Sheet Index, add sheet ‘A0.4.0’ before sheet ‘A0.4.1’.
Under Sheet Index, delete Mechanical-Electrical-Plumbing (MEP) sheets.
The project address is ‘300 East Dyer Road, Santa Ana California 92707’. Revise the project address on the title sheet.
Under Separate Permit, specify ‘Buildings Demolitions’.
Under Deferred Submittal, provide the following notes:
Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and found to be in general conformance to the design of the building. The deferred submittal items shall not be installed until the deferred submittal documents have been approved by the building official.
Fire sprinkler drawings shall be submitted and approved by the Orange County Fire Authority (OCFA) prior to the final of the building permit.
Under Code Analysis, specify the type of fire sprinkler: NFPA 13 Sprinkler System.
Under Code Analysis, 97,916 SF is the actual area, not the allowable area.
Under Code Analysis, provide an allowable area analysis per CBC Section 506.2.2.
On sheet A1.1, Section 507.2.1 is shown on the plan. Specify that unlimited area provision per section 507 is being used. In addition, see conditions of section 507.2.1 on sheet A1.1.
Under Building and Planning Department, provide the following information:
Plan Check Number: 101120556 – New Industrial Building
Plan Check Number: 101120557 – Office
Plan Check Number: 101120558 – Parking Lot
Plan Check Number: 101120559 – Light Standards
Plan Check Number: 101120560 – Trash Enclosure
Plan Check Number: 101120561 – Fence with Gates
Plan Check Number: 101120562 – Equipment Pads
Under Project Address, revise the address: ‘300 East Dyer Road, Santa Ana California 92707’.
1st PC Comment: Under Project Data – Auto Parking Provided, revise the EV Capable, EV Capable with EVSE, and Van Accessible EVSE according to the table 5.106.5.6.1 on sheet A0.8.1.
2nd PC Comment: Under Project Data – Auto Parking Provided, revise the number of EVCS to ‘4 stalls’.
Sheet A1.1
In order to meet Section 507.2.1, all subsections of 507.2.1 must be met. Specify that all openings on the east and south elevations meet the 3-hour fire protection rating.
At the southeast corner of the building, specify the width of the pedestrian walk where it turns 90 degrees.
What is the width of the door located next to the manual swing gate at the northeast corner of the building?Verify that the maneuvering clearance is met per Section 11B-404.2.4.
Per Site Plan Keynote #12, see site all legend for steel fence, gates, and screen wall. Provide reference and details.
Sheet A2.0
At grid line B and between grid line 6 and grid line 7, revise the code section reference to ‘1017.2’.
Under the Exiting Legend, In addition to the ‘Not Accessible Sign’ at exit doors, provide directional signage per Section 11B-207.1 exception 5 and Section 1009.10.
Under Occupant Load Calculations, the floor area of the building is 97,916 S.F. per title sheet.
Under Occupant Load Calculations, consider the office occupant load density as part of the occupant load calculations.
[End of Architectural Plan Review Comments]
[See Structural Comments next page]Structural Plan CheckDocumentationGeotechnical Investigation Report provided references the 2019 California Building Code. The report shall be updated or an addendum provided for the current 2022 California Building Code.PC #2: Updated geotechnical report not provided, please provide.Drawing note “NOT FOR BID OR CONSTRUCTION” shall be removed on all sheets prior to approval.PC #2: “NOT FOR CONSTRUCTION” shall be removed on all sheets prior to approval. Any changes that are completed under design development shall be itemized or narrated to the city in a clear and concise manner for review.DrawingsSheet S-1Provide sheet number “S.xx” for 8” thick reinforced concreted slab note in legend. Sheet S-2Provide roof skylights on Framing Plan.Sheet S-5.1Detail 1 – Provide detailing for HSS Canopy Beam condition.Detail 2 – Specify welded stud information.PC #2: Welded stud spacing not found on elevations as noted.Detail 4 – Specify welded stud information.PC #2: Welded stud spacing not found on elevations as noted.Detail 4 – Verify 1’-6” dimension provided, it is unclear what dimension is for.Detail 4 – Detail is unclear where bent plate occurs versus W18x beam specified on elevation. Revise elevation as needed to clearly show where steel members occur.CalculationsPage 1 of 276 – Verify solar panel loading or solar ready loading is considered in design as shown on sheet A2.10.Page 2 of 276 – Sds used for design does not match provided Soil Report. Sds is higher in report and shall be used unless justified. Revise as needed.PC #2: Updated geotechnical report not provided, please provide.Page 83 of 276 – Justify panel reinforcing provided in design. Calculation does not show adequate design provided.Page 214 of 276 – Justify panel reinforcing provided in design. Calculation does not show adequate design provided.Provide calculation for drag connections at shearwalls. PC #2 CommentsApplicant responsesPlease verify what Supplemental Plan Check Correction Sheet and ADDED NOTES ON PLANS reference to on provided Response of Plan Check Comments. It is unclear what the responses are in response to. Sheet A0.1Add all newly added sheets to Sheet Index on Sheet A0.1.PC #3: Add Sheet S-1.4 to Sheet Index. No sheet SD-12 noted on Sheet Index is found in the drawing set.Revise SD-8 on Structural Sheet Index on Sheet A0.1.Sheet S-1Verify extent of office slab on grade with sheet S-1.2 and S-1.4. Area does not look to match.Sheet S-1.2Mezzanine drawings and design does not look to be fully completed, it is recommended for design and drawings to be complete at time of review, else extended reviews will be required. Full review not completed and comments provided do not represent a completed review at this time.Verify column to roof shown on Grid 8.4 with sheet S-1. Does not look to match.Verify if W30x99 along Grid C.2 is intended to be a drag member. Provide adequate drag transfer to shear wall.Verify detail 2/SD.5. specified at strap along Grid C.6. Detail does not look to be correct.Provide framing at stair landing on Mezzanine level. Provide detail and calculations for guard rails along mezzanine perimeter and openings. PC #3: See PC #3 additional comments below.Sheet S-1.4Mezzanine drawings and design does not look to be fully completed, it is recommended for design and drawings to be complete at time of review, else extended reviews will be required. Full review not completed and comments provided do not represent a completed review at this time.Identify column to roof on foundation plan where occurs.Provide SW type at all mezzanine shear walls.Verify CM1 noted at Grid 2.5. There looks to be repeated marks.Provide all framing sizes on framing plan.Provide detail and calculations for guard rails along mezzanine perimeter and openings. PC #3: Detail 6/SD10A specifies stair fabricator to provide guardrail design/info while calculation shows design for 1x3 guardrail. It is unclear the design intent. This shall be specified as a deferred submittal and provided to the engineer for review and approval prior to the city for approval. Guardrail design and connection details shall be engineered/stamped/signed by a licensed professional. All steel items for stairs have been engineered and detailed, it is recommended to keep the guardrail design on the same drawing set. CalculationsProvide calculations for newly added mezzanine gravity and lateral design. Full review not completed and additional comments may occur.Provide revised design for any panels affected by added mezzanine load.PC #3 CommentsSheet S-1.2Provide foundation/column mark for columns shown at Grid 8.4/C.5, 8.7/C.2, 9.3/C.Sheet S-1.4Verify detail 6/S5.1 referenced at end of W30x108 beam. Detail is for steel beam to wide flange column. Sheet SD-10ADetail 15 – HSS post sizes on Elevation B do not match post size shown on baseplate section cut. Revise as needed.Sheet SD-10BStair framing plans – Specify column sizes at columns shown. Or identify where size information is found. CalculationsPage 309 of 353 – Verify where column size is located on drawings. Page 317 of 353 – Verify where HSS column occurs on plans. Detail 10/SD-10A specifies 3 ½” x 3 ½” x ¼” column. Page 327 of 353 – Detail 12/SD-10 specifies 4x4 post at 8’-0” oc. Revise load as needed for spacing with uniform loading consideration.(End of Comment)