HomeMy WebLinkAbout281486_1_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:
101108590-97
PROJECT ADDRESS:
301 / 325 N Tustin Ave
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
M, B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/19/2021
INITIAL REVIEW
12/6/2021
EXPIRATION
5/18/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Richard Keith Finkel
3.
TEL:
(714)850-7575
FAX:
VALUATION: $850,000.00
EMAIL:
rfinkel@bundyfinkel.com
FLOOD ZONE: X-0602320277J
APPLICABLE CODE: 2019 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.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)
- County of Orange Health Department approval on the corrected/final set of drawings ((714)433-6000)
- 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: Applicable Code: Please revise plan to use the current code edition (2019). Please revise plan and update notes to reflect with the 2019 building codes and standards. Deferred Submittal: Please review deferred submittal items and include all items that will be deferred. Scope of work: For clarity, please include the building number (address) for each proposed building under this permit application. Scope of work: Please include the multi-tenant retain space building (301 N. Tustin) in the scope of work. Sheet Index: Mechanical, Electrical, Plumbing, Landscape are under separate plan review – Please note on plan “Under Separate Review”. Parking Summary: Please provide/specify number of clear-air vehicle parking stalls per Section 5.106.5.2 California Green Building Code. Sheet A1.1: On the site plan, please specify/show building address number for each building. 325 N. Tustin property: Clear-air parking stall: The EVCS cannot locate at the parking stalls. Please relabel marking as “Clean Air / Vanpool / EV”. Accessible parking stall is not required for clear-air vehicle parking stalls. Please relocate the required accessible parking stall or relocate the “Clean Air / Vanpool / EV” parking stall. Electrical Vehicle Charging Station is not required installed; however, the electrical vehicle charging infrastructures are required for future installation of the Electrical Vehicle Charging Station (EVCS). On the plan, please show location of EV charging infrastructure. For future installation of the EVCS, the infrastructures should be placed adjacent to the accessible route. Provide/show bicycle parking facility (short-term and long-term facilities). 301 N. Tustin Property: Four (4) clear-air vehicle parking stalls are required for provided (26-50) parking spaces. Please revise plan to provide addition clear-air vehicle parking.The EVCS cannot locate at the parking stalls. Please relabel marking as “Clean Air / Vanpool / EV”.Accessible parking stall is not required for clear-air vehicle parking stalls. Please either relocate accessible parking stall or clear-air vehicle parking stall.
Electrical Vehicle Charging Station is not required installed; however, the electrical vehicle charging infrastructures are required for future installation of the Electrical Vehicle Charging Station (EVCS). On the plan, please show location of EV charging infrastructure. For future installation of the EVCS, the infrastructures should be placed adjacent to the accessible route.
It appears that outdoor sittings (tables & chars) outside of building 301 – Please remove sittings so that they will block the accessible route. On the plan, please clearly designate/show an accessible route from the public sidewalk to each building. The accessible route shall be 5% maximum slope, measured in the direction of travel, 2% cross-sloped, and 48” minimum width. Please show curb ramp adjacent to building 325 that leading to building 301. Provide curb ramp and truncated dome. Curb ramps: Please provide detail for each curb ramp and clearly cross-reference detail onto the plan. Sheet A1.2: Details shall be clearly cross-referenced onto the plan. Delete/omit detail that does not apply to the project. Detail 11 & 15: the truncated dome shall be Yellow color – please revise note. Detail 08: If provided, please clearly show on the site plan where the accessible EV parking is/are provided. Sheet A2.1A: 325 N. Tustin Referenced restroom plan 8/A4.1: Dimensions showed at restroom entry hall appeared incorrect. Exterior wall at wall line E: One-hour wall is required at the exterior wall and projections. Please provide details to show one hour-rated wall and parapet. Non-rated wall outside of the one-hour wall is not allow – Please coordinate and revise plans accordingly. On the plan, please clearly show/provide dimensions for door landing and required maneuver space per 11B-404.2.4. Door 105 and door 106: Please provide/show 48” clear between two door when doors are open at the 90 degree from the wall. On the plan, please provide/show storefront windows information. Sheet A2.2B: 301 N. Tustin On the plan, please clearly show/provide dimensions for door landing and required maneuver space per 11B-404.2.4.On the plan, please provide storefront windows information. Please provide restroom(s) for the proposed multi-tenant retail building. Provide plumbing fixture calculation. Restrooms shall comply with Chapter 11B, Division 6. Please clarify the dashed wall line subdividing the retail building. Sheet A2.3A: For clarity, please show slope line arrow pointing toward the roof drains. Sheet A2.4B: Please provide cricket at the 8-ft long parapet wall located between gridline 8 and 10. On the plan, please show/provide designate area for solar ready. Sheet A3.7B: Wall Section referenced bubbles as (XX/XX) were incomplete. Please coordinate and make reference correctly. Sheet A3.6A & A3.8B: Please revise wall sections to show/provide fireblocking and draftstopping in combustible concealed spaces. (718.1). Sheet A3.4A through A3.8B: On the plan, please clearly show top plate height and ceiling height. Sheet A8.5: Please provide structural calculation and detail for walk-in-cooler anchorage to slab.Structural Review Comments: Please remove/omit note indicating “NOT FOR CONSTRUCTION” on the structural plans. Structural Calculation: Roof loads: Roof pitch – please revise calculation to provide correct roof pitch. 5/12 appeared inconsistence with the roof plan. Calculation building B: roof load – Please include the weight of the solar panel system. Revise beams and footings calculation with the additional loads. Building B: Could not locate calculation for header along grid line I. Building B: Beam B2, B3, and B4: Please design beams with uniform roof loads. Building B: Please revise lateral calculation, wind design – Please design for wind exposure category ‘C’. Building B: Provide calculation for roof I-joists. Sheet S1.0: Pop-out wall at gridline E – Please coordinate pop-out wall with the architectural plan. Pop-out wall may be eliminated due to exterior fire-resistance-rated wall construction. Sheet S1.0, gridline B: Please show minimum footing dimensions that’s supporting beam BM6. Pad footing may be required. Sheet S1.1: On the plan, please show location and specify maximum weight for the roof top units (RTU). Provide structural calculation and details for roof mounted equipment. Details shall be clearly cross-reference onto the plan. Referenced detail 1/SD-10: Please provide detail to show connection between W8x24 to HSS beam. Sheet S2.1: On the plan, please show location and specify maximum weight for the roof top units (RTU). Provide structural calculation and details for roof mounted equipment. Details shall be clearly cross-reference onto the plan.Sheet S2.1: W18 x 65 at gridline L – Please show how the W steel beam will be supported at gridline 8. Sheet S2.1, gridline I: Referenced detail 3/SD-9 – Please provide detail to show connection of W8 x 24 beam to wood wall / header. Sheet S2.1, gridline J: Please provide detail to show support of steel beam W30x116 (beam to column). Clearly cross-reference detail onto the plan. Sheet S2.1, gridline J: Please provide detail to show support of HSS beam. Clearly cross-reference detail onto the plan. Referenced detail 1 and 2 on sheet SD-8: Diaphragm blockings – Please clearly specify the required length (depth) of blocking into the diaphragm. Details on sheet SD-5 & SD-6 & SD-8: Please show/provide blockings in walls and void (concealed) space for required fireblocking and draftstopping. Please coordinate with architectural plans. Sheet S2.1: Along gridline I – Please provide detail to show roof framing, high beam, low beam, etc. in relative with each other. Sheet S2.1: Roof framing with I-joist – Please provide detail to show how to create roof slope for roof drainage. Sheet S2.1: Lateral / shear wall Gridline I: Please provide blocking and strap to develop a chord/strut for the offset shear wall line. Gridline 2: Please provide horizontal strap from beam B10 and adjacent walls. Shear wall along the angled wall at gridline A-A (non-parallel wall): The lateral seismic force-resisting system shall be designed for nonparallel system-irregularity in according with Section 12.5 ASCE7-16. Loading applied to shear wall shall comply with Section 12.5.3.1 ASCE7-16. Revise calculation and plans accordingly with 100% of transverse direction + 30% of the other direction. Wall line 3: Shear walls with openings (segmental design) – H, ft =10-ft appears incorrect. The wall top plates are higher than 10-ft height wall. Wall segments are exceeding H:W ratio. Please coordinate and revise calculation and plan accordingly. Shear wall line 4: Wall height (H,ft) = 10-ft appears incorrect. Please coordinate with architectural plans for top plates height – Revise calculation and plan accordingly. Please provide structural calculation and detail for the miscellaneous structures: Roof top equipment Trash enclosure Light standards