HomeMy WebLinkAbout332008_4_Corrections.docxTENANT IMPROVEMENT
PLAN 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:
101124494 & 101124495
PROJECT ADDRESS:
1700 E Garry Ave
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830
EMAIL:
aso@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III B, SPK
OCCUPANCY CLASSIFICATION(S):
B, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/18/2025
INITIAL REVIEW
8/20/2025
EXPIRATION
2/14/2026
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Allison Cisneros
3.
TEL:
(619)394-6706
FAX:
VALUATION: $1,650,000.00
EMAIL:
allison.cisneros@crbgroup.com
FLOOD ZONE: X-06059C0278J
GENERAL REQUIREMENTS
Before approval for code compliance or issuance of a building permit, the plans and specification for this construction require the information, revisions and corrections indicated below. The approval of plans and specifications does not permit the violation of any section of the building code, or other ordinance or state law.
This plan check will expire 180 days from the original submittal date unless a written extension request is submitted and approved. The request must demonstrate justifiable cause. The Building Official may grant a one-time extension of up to 180 additional days. No further extensions will be granted beyond 360 days from the original submittal date.
When submitting corrections, clearly indicate where each change has been made. Reference the applicable sheet number, detail number, or relevant note for every correction to facilitate accurate and efficient review.
This review does not include Mechanical, Electrical, and Plumbing (MEP).
Additional plan check fee will be required after the third review on hourly basis.
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.
Submit plans directly to the Orange County Fire Authority (OCFA) for review and approval. Provide a Service Request (SR) number as proof of submittal. Immediate action is required to avoid permitting delays.
Reviewer Contact Information
Architectural Reviewer: Anson So – aso@santa-ana.org | 714-647-5830
Structural Reviewer: Gary Huang – ghuang@santa-ana.org | 714-647-5862
There are two separate sets of red marks. The architectural set is labeled "1st P.C. ARCH Redmark" on the title sheet, and the structural set is labeled "1st P.C. Struct Redmark."
INSTRUCTIONS
Plans Pickup
The original plans and calculations are available for pickup at the building division counters on a walk-in basis. No appointment is necessary. Please check the holiday closure schedule before planning your visit.
Plan Check Corrections
Address all items noted on this plan check report, either directly on this list or in a separate document.
Address each correction thoroughly and provide a complete response. Do not leave any blanks. Indicate the sheet number, detail number, or note number where you make each correction. If a plan check correction does not apply to your project, provide an explanation in your response.
If you have any questions, contact Senior Plan Check Engineer Anson So at 714-647-5830 or by email at aso@santa-ana.org.
Resubmittal
Resubmit the red-marked plans and calculations, if applicable.
Resubmit your responses to corrections.
Resubmit two corrected sets of construction documents, including plans, structural calculations, energy documents, soils report, and any other related documents. For new construction or additions, provide an additional corrected set.
Resubmit all construction documents using one of the following options:
Resubmittal Bin:Complete the Plan Check Re-Submittal Form and include it with your resubmittal. The resubmittal bin is located at the building division lobby. Check the holiday closure schedule before your visit.
Walk-ins:Resubmittals are accepted on a first-come, first-served basis during daily walk-in hours. However, scheduled appointments take priority over walk-ins.
Appointment:Call the building division at 714-647-5800 to schedule a resubmittal appointment.
ARCHITECTURAL PLAN REVIEW COMMENTSAll previous architectural review comments have been addressed. End of Architectural Review Comments. See Next Page for Structural Comments.
STRUCTURAL PLAN REVIEW COMMENTS:
Architectural review is determining the building occupancy classification that could potentially be Occupancy H, which could trigger the seismic design Risk category to category III. Please coordinate with Architect
Sheet 1-A80-02
Detail 9: Provide connection of jamb stud for how two vertical studs are connecting to each other
[Provide welding thickness for type A – weld option in detail 12]
Detail 10A: provide justification that 6”x 20ga is able to span 24’-0” vertical
Detail 10: provide metal stud size including flange width to match with structural drawings
Detail 15:
Provide connection details for how the top track is connected to the roof deck
[comment not address – reference or provide detail how the top track stud is connected to the roof deck/ or bottom of the (E) open web joist/girder]
[1. Detail 4/1-A80-03 is not clear how the blocking is being install to the perpendicular nailers with Simpson A35. Please provide detail for clarification.
How does the top track is installed if the wall is running in parallel to purlin or parallel between purlin? Please provide detail(s) for clarification]
2. Detail 15/1-A80-02: top and bottom track of metal stud framing is reference to 210-20C-132 and 210-20C-141, respectively, which does not appear on the submitted set. Please provide correct detail reference.]
Provide connection details for how the bottom track is connected to the slab
Provide maximum “L1” and “L2” dimension, and maximum wall opening dimension.
Sheet S2.01
Detail 3:
provide/reference detail for stair/stringer support at the bottom of the stair.
Provide specific detail for stair support wall bracket at the intersecting landing
Specific stringer size on plan per calculation
Provide detail for how stair is support at the top where the transition occur
Sheet S2.10
Detail 3
Provide (E) 36LH and (E) girder (G5) analysis indicate that (E) framings are capable to support (N) roof top unit at 10.67K
Provide calculation justification and construction detail for (N) roof top unit anchorage
Provide calculation justification for C10x25 is capable to support (N) roof top unit weight at 10.67k
Specify (E)girder (G5) size on plan
Provide typical detail for C8x11.5 to C10x25 connection
[Detail not completely addressed – please reference detail on plan]
Provide typical detail for C10x25 to (E)36LH connection
[Detail not completely addressed –
1. please reference detail on plan;
2. Indicate on detail 8/S4.1 how (N) L4x3x1/4 is connected to (E) 36LH]
Provide typical detail for C- Channel to girder connection
[Detail not completely addressed – reference detail on plan]
Sheet S2.12
Provide typical metal stud construction detail ceiling joist to wall stud, stud to slab-on-grade, stud to roof framing and etc. Coordinate with architectural sheet 1-A80-02
Sheet S3.0
Detail 5: provide fence post footing schedule
Detail 9
Provide pad footing reinforcing size and spacing
Provide pad footing reinforcing clear edge distance
Detail 9A
Provide thickness of non-shrink grout
[Indicate the minimum thickness of non-shrink grout required]
Provide bolt minimum edge distance
[Provide minimum bolt edge distance and distance from face of the HSS tube to the center of the bolt]
Detail 10
Provide detail for how track assembly is anchor to slab-on-grade.
[comment not address – EOR to provide detail how track assembly is anchor to slab-on-grade or listed as defer approval on plan]
Provide calculation justification for anchorage design
[comment not address - provide calculation justification for anchorage, or listed as defer approval on plan]
Sheet S4.0
Detail 2
Provide closure plate size
Provide support angle size
[Detail 2B/S4.0 – provide angle welding thickness]
Detail 3
Provide top and bottom support angle size
Sheet S4.1
Detail 1: provide shear plate size, bolt spacing, and bolt edge distance
Detail 2:
Provide connection of HSS tube to post
Provide shear plate size, bolt spacing, and bolt edge distance at both ends
Provide anchor bolt edge distance at the post base
[comment not address - Provide minimum bolt edge distance and distance from face of the HSS tube to the center of the bolt]
Detail 3: design/detail the tank screen frame shall comply with steel special concentrically brace frame per AISC 341, and per calculation required further review is required
[1. EOR to specify bolt spacing and edge distance,
2. specify how gusset plate is connected to HSS post and horizontal HSS]
Detail 4: design/detail the tank screen frame shall comply with steel special concentrically brace frame per AISC 341, and per calculation required further review is required
[EOR to specify bolt edge distance and spacing]
Detail 6: provide tank support leg plate size, bolt edge distance, and connection from w-flange to plate
Detail 6A: specify anchor bolt grade required per calculation
Sheet S4.2
Detail 3: EOR to provide calculation justification that C10x15 is capable support roof loads and string weight
10/31/2025 STRUCTURAL PLAN REVIEW COMMENTS
Provide SEOR signature typical to all structural sheets.
End of Structural Comments