HomeMy WebLinkAbout305690_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:
103116203
PROJECT ADDRESS:
2035 N Tustin 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
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/14/2023
INITIAL REVIEW
9/14/2023
EXPIRATION
2/10/2024
RECHECKS:
1.11/9/2023
PROJECT APPLICANT CONTACT PERSON:
2.
Mark Newell
3.
TEL:
(949)335-4636
FAX:
VALUATION: $7,500.00
EMAIL:
mark@olsoncapitalinvestments.com
FLOOD ZONE: X-0602320164J
APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
Minimum submittal requirement must be met prior to plan check. This submittal is still incomplete. Please see item #6 and #8.CBC Sections A106.1 and A106.3.4.1, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer.
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.
All items noted on this plan check report must be addressed.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.Sheet T001. Clearly indicate the scope of work under this building permit application:
- Item #1.Indicate how many tanks to be relocated and type and function of tanks in the scope of work.
- Item #2. Indicate how many feet to be extended on the existing screen wall and total final height of the wall.
- Item #3. Clarify “as required”? This scope is very vague. Please clearly indicate with detailed narrative of the work.
- Item #4. This scope indicate “remodel of bathroom”. Per CBC definition, correctly label restroom instead of bathroom. In addition, please provide proposed restroom plan, design and details. The restroom shall be accessible. However, if the restroom is to be completely removed, revise and clarify in the scope of work description on plan.Building Division 2nd review cycle response: No response and not resolved. The scope of work on sheet 1 is not updated.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 The drawings/information submitted for Building Safety Division review is incomplete and unclear. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2022 California Building Standards Code with local amendments.The shown site plan is unclear and outdated. Scale of Drawings must be large enough to ensure legibility. Provide a fully dimensioned architectural site plan, including:Disabled access compliance must be shown on the site plan.All property lines of record on the site plan. North arrow.All on-site structures, including trash enclosure and equipment enclosures.Highlight the scope of work area.Building Division 2nd review cycle response: No response and not resolved. No updated site plan is provided.Provide existing architectural floor plan. Identify unpermitted work to be legalized. Indicate use and room number of each room/space. The existing, but unpermitted interior partitions shall be distinguished with different legend from the permitted existing walls. Identify and differentiate existing walls to be removed, existing walls to remain, new walls, bearing walls, non-bearing partitions and rated walls. Provide a wall legend and reference typical construction details.Building Division 2nd review cycle response: No response and not resolved. Plan is not provided.Provide proposed architectural floor plan. Provide a fully dimensioned floor plan, drawn to scale, showing the size, room number and use of all rooms or areas within the space being improved, modified, altered or converted to a different use/occupancy class.Building Division 2nd review cycle response: No response and not resolved. Plan is not provided.Do not combine existing and proposed floor plan on a single plan.Building Division 2nd review cycle response: No response and not resolved.Clarify how many tanks to be relocated in the scope of work. On plan, show the original location of the tanks on the existing floor plan and the proposed location on the proposed floor plan.Building Division 2nd review cycle response: No response and not resolved.Provide specification of the tanks, including dimensions, functions and weight of the tank on the drawings.Building Division 2nd review cycle response: No response and not resolved.If the restroom in the equipment room is to be remodeled, provide restroom plans, design, interior elevation and details. The bathroom shall be accessible in compliance with 2022 CBC 11B.Building Division 2nd review cycle response: No response and not resolved.When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided unless otherwise exempt. (CBC 11B-202.4)Building Division 2nd review cycle response: No response and not resolved.PLAN CHECK COMMENTS(only structural set submitted, but still missing Architectural set)Note that this review is based on the limited information provided on the drawings. New corrections may apply after future reviewSheet T001. Provide complete Building Information:Occupancy typeConstruction type (s)Total area and aggregate areasNumber of storiesOccupant Load (s)Fire Sprinkler – typeBuilding Division 2nd review cycle response: Architectural site plan and floor plans are required to review item a, c and e. Provide on the drawings interior wall and ceiling finish schedule showing compliance with CBC Section 803 and CBC Table 803.13.Building Division 2nd review cycle response: Not resolved. Missing information on plan.Interior floor finishes shall show compliance with CBC Section 804.Building Division 2nd review cycle response: Not resolved. Missing information on plan.Sheet S100. Clarify the use of the storage room. This room was permitted as equipment room. Please verify with the architectural floor plan if change of use occurs.Building Division 2nd review cycle response: Not resolved. Missing information on plan. Missing architectural floor plans to verify this comment.Identify and differentiate existing walls to be removed, existing walls to remain, new walls, bearing walls, non-bearing partitions and rated walls with dimensions. Please match architectural plans.Building Division 2nd review cycle response: Not resolved.Please update the wall legend and plans to clearly distinguish different walls, recommended using different line type (e.g. solid, dashed or wall pattern). In addition, missing architectural floor plans to verify this comment.Please provide table of content and page number in the structural calculation.Building Division 2nd review cycle response: Submitted calculation must be firmly stapled together on all pages. Using paper clips to assemble calculation is not accepted.Provide diagrams to show tank elevation and layout of the attachment location. Provide structural calculation to design the anchorage of the tanksincluding foundation and supporting slabs.Check soil bearing. Calculation is required to verify detail 15/S200.On the foundation plan, identify which tanks to stay, which newly relocated tanks and clarity any concrete slab alteration.Provide specification of the tanks, including dimensions, functions and weight of the tank on the drawings to verify structural design and calculation.Building Division 2nd review cycle response: Add following information in detail 15/S200: (1) Show diameter of the tank (2) show what is the storing material inside each tank.Detail 15/S200 shows new foundation slab is required. Please clearly show new slab vs. existing slab location and dimensions on the foundation plan. Identify new slab with different legend. Building Division 2nd review cycle response: The structural concrete pad calculation (page 21) shows design for 3,000 psi concrete compressive strength. However, the material specification sheet (S1) shows 2,500 psi. Please clarify and revise plans and calculations to be consistent.CMU wall extensionProvide Enercalc input page of the 10 feet tall site walldesign. Justify the reaction 119# to wall bracing.Provide calculation to justify the #5 rebar reinforcement to resist bending moment at the connection between new and existing CMU wall. Calculate the required development length for #5 rebar in the CMU wall and justify if the 12” embedment sufficient.Provide structural connection details to show connections at both end of the 4x6 bracing. Specify the hanger, ledger and fasteners/bolts to the stud wall and CMU wall.Building Division 2nd review cycle response: Missing connection detail at the 4x6 (grade and species) to the new CMU wall. Specify the connector to tie the CMU wall while either seismic or wind load is pulling the CMU wall away from bracing. Ledger may be needed. Detail 3/S200 does not have the connection detail of wood bracing to the wall.Detail 3/S200. Specify the CMU rebar splice length in the detail.Detail 14/S200. Specify dimensions, species, grade, spacing and maximum span of the non-bearing stud wall in the detail. The detail shows 2x stud @ 24” o.c. is vague.The 4x6 bracing is supported by the existing stud wall. Provide calculation to justify if the existing 2x6 studs of the exterior wall can support the concentrated load from bracing.END OF COMMENTS