HomeMy WebLinkAbout305257_2_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:
101116063
PROJECT ADDRESS:
4050 W Chandler Ave
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
B, F-1, S-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/2/2023
INITIAL REVIEW
8/8/2023
EXPIRATION
1/29/2024
RECHECKS:
1.11/3/2023
PROJECT APPLICANT CONTACT PERSON:
2.
Daniel Williamson
3.
TEL:
(951)850-1256
FAX:
VALUATION:
EMAIL:
daniel@r-cold.com
FLOOD ZONE: X-0602320258J
APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
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 return marked up set of drawings with corrections.This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, fire sprinkler systems, and electrical work. Call 647-5800 for information.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.
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)PLAN CHECK COMMENTS:Plan check corrections are marked on the drawings in addition to this comment list. Please pick up drawings at the Building Division counter. All comments marked on plan must be addressed.Site plan comments:Sheet ST-1.1. Revision 7. Revise plan to clearly show compliance on the newly added detectable warning location and dimensions. Detectable warnings at parallel curb ramps shall be located so the edge nearest the curb is 6 inches (152 mm) minimum and 8 inches (203 mm) maximum from the demarcation line at the face of the curb between the curb and the gutter, street or highway. Detectable warnings shall extend the full width of the turning space at the demarcation between the street and the sidewalk less 2 inches (51 mm) maximum on each side. (11B-705.1.2.2.2)Sheet ST-1.1. Provide minimum 72” wide walkway or comply with the exception. The 48” wide walkway will not work. See CBC 11B-705.1.2.2.1 and exceptions.Building comments:Sheet IP-1.0. Provide missing 1-hour fire assembly detail on the wall schedule item #2. Plan shows the detail is on detail 5 on sheet S-3.1. However, this is not a fire-rated wall assembly detail. This is just a wall bottom anchorage detail.Provide assembly detail. The detail shall comply with either CBC code-prescribed or approved by recognized test agency. E.g. Gypsum associate manual or UL approved detail.Provide detail to show cross-section of the fire-rated wall. Fire Barriers shall extend from the top of the foundation to the underside of the roof sheathing. (707.5)Sheet IP-0.3. Show missing hallway width and show 18” minimum maneuvering clearance at the latch side of the accessible doors. See redlines on plan.Sheet IP-0. The hallway and the existing restroom by the locker room is changed and a new door is provided, provide the door design, restroom signage and specifications on plan. See redline on plan.Sheet ADA-1.1. Detail 3. Accessible restroom geometric symbol shall be mounted at 58-60 inches above the finished floor measured from the centerline of the symbol. (CBC 11B-703.7.2.6)Sheet IP-0 and IP-0.1. Clarify the use of the office space #6. Revise plan to clarify if this space is an office or a break room.Sheet IP-0.1. Revise occupant load table to include the higher occupant load from the breakroom #6.The previous approved exterior exit door (door #3) is removed from the plan. This building now is not code compliance. Two means of egress from office/break room #6 is required due to the single exit travel distance exceeds 100 feet common path of travel.See red line on plan.Sheet IP-0.1. Egress from hallway shall not path through the locker room. (1016.2)STRUCUTRALA 8-pages of structural calculation is submitted without explanation. Make cross-reference the calculation into structural plan. It is unclear where this calculation applies to?Submit only the revision sheets. All other sheets without revisions (7, 8 and 9) shall not be part of the submittal.Sheet S-3. Section B. Provide top of the fire-rated wall support connection detail. Show 1-hour barrier to be continuous to the underside of roof deck. E.g. 5/8” type-x extended to the roof deck.END OF COMMENTS