HomeMy WebLinkAbout307317_3_Corrections.docxPLAN CHECK COMMENTS
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:
101116623-25
PROJECT ADDRESS:
3501 W Segerstrom Ave
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III-B, SPK
OCCUPANCY CLASSIFICATION(S):
B, F-1, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
9/14/2023
INITIAL REVIEW
9/16/2023
EXPIRATION
3/12/2024
RECHECKS:
1.1/13/2024
PROJECT APPLICANT CONTACT PERSON:
2.
Randall Jepson
3.
TEL:
(714)336-9909
FAX:
VALUATION: $1,960,000.00
EMAIL:
randy@pjparch.com
FLOOD ZONE: X-0602320258J
APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
An application for a permit for any proposed work shall be deemed to have abandoned / expired after 180 days of the date of filing, unless such application has been issued.
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 3corrected sets of plans.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.
- Fire Department approval on the corrected/final sets of drawings ((714)573-6100)
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)
- Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039)
- School District Compliance Certificate; a copy of the building permit application, signed by the plan check engineer, shall be required by the School District to verify the scope of work. Refer to the attached handout.Sheet A0.1: Reminder: Grading permit is required for the new addition. Submit a separate grading plan for review and approval. Grading permit is required prior to building permit issuance. For information:An application for a permit for any proposed work shall be deemed to have abandoned / expired after 180 days of the date of filing, unless such application has been issued.Sheet A1.1: Accessible route from the street to the building: Please provide enlarge detail of new walkway, including slope, concrete curb, curb ramps, and detectable warning. Provide details and clearly cross-reference details onto the plan. 2nd Review Comment: Response was incomplete. Please revise detail 1/A5.1 and sheet A1.2 to show truncated dome where the walkway crosses the vehicular area. On the plan, please provide/show accessible restrooms and provide enlarged restroom plans to show compliance with Chapter 11-B, Division 6. 2nd Review Comment: Pending on the plumbing fixture calculation. Provide plumbing fixture calculation to show required number of fixture in accordance with the plumbing code. 2nd Review Comment: Response was incomplete. The provided plumbing fixtures (water closets and urinal) shall be at least equal to the required plumbing fixtures required by Chapter 4, CPC. Please revise plans and calculation to identify male and female restroom facilities and plumbing fixtures. Please provide an accessible route from the building to the new trash enclosure. 2nd Review Comment: “Ramp up” leading to the trash enclosure – Please specify maximum ramp slope. Ramp exceeding 5% slope shall comply with 11B-405. Provide details with all required dimensions and handrails. Sheet A2.1: On the plan, please provide/show accessible restrooms and provide enlarged restroom plans to show compliance with Chapter 11-B, Division 6.2nd Review Comment: Pending on the plumbing fixture calculation. Please provide a separate Exit/Egress plan with occupant calculation, common path of travel, and travel distance. 2nd Review Comment: Please provide floor plan and egress plan for the existing mezzanine areas above. Sheet A4.1 & A4.2: Please clearly reference wall sections onto the plan so that it can be easily located. 2nd Review Comment: Section E/A4.2 and detail 19/A5.2 – Please revise Section and details to specify “Fire-retardant-treated wood frames and sheathing are required” for the new wall extension. Sheet A5.1: Detail 16: For clarity, please delete the dimension line at the top of the landing. 2nd Review Comment: Please revise detail to delete the line at the top of the landing. Structural Comment: Please provide geotechnical report for the proposed addition. Foundation shall be designed in accordance with the soil report recommendation. 2nd Review Comment: Please update soil report to reference and reflect the current Building Code (2022) and Design Standards. Submit the final foundation plan and detail to the geotechnical engineer of record for review and approval. The geotechnical engineer shall “review” the foundation plan for general conformance with the soil report recommendation. 2nd Review Comment: The provided foundation plan with the geotechnical engineer stamp was not legible. Please submit new foundation plan with the geotechnical engineer “review” stamp that is legible and provide sheet number. Detail H/SD10: Type III-B construction – Type III-B construction shall be a non-combustible material and protected with minimum 2-hour fire-rated construction for the exterior wall. Please coordinate with the architectural plan and revise detail accordingly. (CBC 602.3)2nd Review Comment:Please revise Section and details to specify “Fire-retardant-treated wood frames and sheathing are required” for the new wall extension.Sheet S1.1: Please reference to sheet S3.0 and S3.1 for concrete panel elevation information. 2nd Review Comment: Sheet S1.0 was not provided. Please revise plans to clearly reference to sheet S3.0 and S3.1 for concrete panel information. Please provide detail to show shear transfer of roof diaphragm to the steel Chevron Braced Frame. Detail G/SD10 called out for the sawcut opening in existing wall was incomplete. Please provide detail with strong-back to support vertical and out-of-plan load. Provide calculation. 2nd Review Comment: Response was incomplete. Please review sawcut opening at the left of gridline 2 for the requirement above. Clarify information on the plan. New opening in existing concrete wall: Please provide calculation for existing wall to justify the remaining walls are capable of resisting the existing lateral loads. State all assumption. 2nd Review Comment: Response was incomplete. Please review sawcut opening at the left of gridline 2 for the requirement above. Clarify information on the plan.Structural calculation: Please update calculation to show referencing to the current Building Code edition and Design Standards. 2nd Review Comment: Please the following information for the Steel Braced Frame – Detail D and G on sheet SD9: Please revise detail to show gusset informationThicknessLminLmin with Whitmore SectionBrace angleDetail D and G: Show/specify well lengthCheck block shear rupture of the gusset plate, and shear rupture of brace webCheck the gusset plate for buckling on the Whitmore sectionOCBF shall be designed in accordance with Section 5.2 AISC, Seismic Design Manual. (End of Comment)