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HomeMy WebLinkAbout305691_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: 101116204, 101116205, 101116206 PROJECT ADDRESS: 300 S Figueroa St & 310 S Figueroa St PLAN CHECK ENGINEER: Anson So & Gary HuangTEL:714 647-5830 EMAIL: aso@santa-ana.org ghuang@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: II B OCCUPANCY CLASSIFICATION(S): A-3, S-1, B PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 8/15/2023 INITIAL REVIEW 8/16/2023 EXPIRATION 2/11/2024 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Jason Foggie 3. TEL: (949)698-1412 FAX: VALUATION: $4,300,000.00 EMAIL: jason.foggie@littleonline.com FLOOD ZONE: X-0602320256J APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH CITY OF SANTA ANA AMENDMENTSAll 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 two corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment. GENERAL REQUIREMENTS Clearances - 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. Plan Check Expiration – This plan check will expire after 180 days from the submittal date unless the applicant request for an extension. The extension request must be in writing and demonstrate a justifiable cause. The Building Official is authorize to grant a one-time extension of additional 180 days. If the extension request is approved, all plan checks will expire after 360 days from the submittal date. No further extension will be granted after 360 days from the submittal date. MEP Reviews – This review does not include Mechanical, Electrical, and Plumbing (MEP). Additional plan check fee will be required after the third review on hourly basis. INSTRUCTIONS: Plan Check Comments Instructions - Review all corrections and provide a written response. Redline Pickups Instructions - The drawings markups (Redlines) are available to pick up at the Building Division counters by walk-ins. Appointments are not required. Our business hour is Monday through Thursday and alternative Fridays from 8:00 am to 3:00 pm. See the Holiday and Closed Friday Schedule before you plan your visit. Resubmittal Instructions – Provide a written response to the Plan Check Comments. Provide two copies of the latest construction document (drawings, calculations, and others related document). Provide one additional copy of drawings for new constructions or additions. Resubmit all construction document with one of the three options below: Resubmittal Bin:Complete the Plan Check Re-Submittal Form along with the resubmittal. The resubmittal bin is available at the City Hall Ross Annex lobby, Monday through Thursday and alternating Fridays from 8:00 am – 4:00pm. See the Holiday and Closed Friday Schedule before you plan your visit. Walk-ins: Daily walk-ins are available for resubmittals at first come first serve basis. Please note all scheduled appointments will be served first prior to any walk-ins. Appointment: Call the Building division at 714-647-5800 to schedule a resubmittal appointment, or contact your assigned permit counter staff for your specific project. PLAN REVIEW COMMENTS: Three plan check numbers were created for this project: PC# 101116204 – New Building for Police Sub-Station – 300 S. Figueroa Street. PC#101116205 – Trash Enclosure – 300 S. Figueroa Street. PC#101116206 – New Building for Recreational Center – 310 S. Figueroa Street. Contact the following reviewers for plan review questions and comments: Anson So – Architectural Review, aso@santa-ana.org or 714-647-5830 Gary Huang – Structural Review, ghuang@santa-ana.org or 714-647-5862 Sheet G001 Update all code editions to the “2022” under Applicable State Codes. Under Project Directory, specify two addresses: “300 S. Figueroa Street, Santa Ana CA 92703” and “310 S. Figueroa Street, Santa Ana CA 92703”. Specify the total floor area for each building. Please attach handouts “BLD-19” and “BLD20” onto the plan. See attachment. For school fee documentation, show on plan the total floor area of “assessable space’ and “non-assessable space” according to handout “BLD19” for each building. The Civil sheets are missing on the plan. Either delete the Civil sheets on the sheet Index or include it with a note stating For Reference Only. Sheet A901 is missing on the plan. Include sheet A901 or delete it on the sheet index. Include Landscape sheets L100 and L200 on the sheet index. Landscape sheet L300 is not found on the plan. Include sheet L300 or delete it on the sheet index. The California Green Building Standards Code (CalGreen) sheets are missing on the plan. This project is required to comply with the 2022 CalGreen requirements. Provide notes, specifications, and details to demonstrate compliance. There is a general statement under Deferred Approved Items. However, there are no listed deferred items. Please confirm that there are no deferred items. Under Deferred Approval Items, revise the name of Authority Having Jurisdiction (AHJ) from Division of State Architect to City of Santa Ana. Under Scope of Work, the wording “Police Sub-Station” could potentially trigger a substantial increase in seismic design. The Structural Code ASCE7-16 defines a list of use and occupancy that are classified as Essential Buildings. The failure of the essential buildings could pose a substantial hazard to the community. Example include but not limited to hospitals, emergency shelters, police and fire stations. Provide a letter stating that the intended use of the Police Sub-Station is not an Essential Building as defined in ASCE7-16 Table 1.5-1. Sheet G020 Show an assumed property line between the two buildings. Show the Fire Separation Distance (FSD) from each building to the assumed property line. The FSD dictates the requirements fire rating of the exterior wall and openings. Specify the FSD on the west side of the PAAL building. Clearly identify the property line. The GIS map shows the Santa Anita Park as one parcel; the location of the property line on the parcel does not match the plan. On the Analysis Table, revise the code edition to 2022. On the Analysis Table - row 4, revise the occupancy group to Assembly (A-3). The building floor plan shows a community room, recreational department, and a break room. The majority of the spaces within the building are considered as an assembly uses. On the Analysis Table - row 4, revise the number of Allowable Stories to “2”. On the Analysis Table - row 4, revise the number of Allowable Area to “9,500 S.F.”. Under the Mixed Occupancy, the floor areas do not match the analysis table. Under the Mixed Occupancy, the floor areas in the PAAL building shall be separated from the Recreational building. Per remark #1, show the required fire rating of each building element. Per remark #2, show the required fire rating of the occupancy separation wall. The walls that separate an assembly space and storage space requires a two-hour fire rated separation. See CBC Table 508.4 for details. Provide notes and details to demonstrate code compliance. Revise the section reference to “Table 504.4” on remark #3. Sheet G021 Revise the occupant load factor to “15” in room #121. Revise the occupant load factor to “15” in room #146. Room #146 requires two exits. (728/15 + 111/15 = 56 > 50) Provide Point-of-Sale accessible details at the ticket window outside room #130. See Section 11B-904.4 and 11B-308 for details. Sheet A101 Identify the trash enclosure location and reference details. Sheet A111 Provide stair and guard details outside the exit door #121B. Door #121B is not an accessible entrance. All features in new buildings are required to be accessible. Clearly identify the two-hour fire rated occupancy separation wall between the storage occupancy (S-1) and Assembly occupancy (A-3). Show landing and dimensions on all exterior exit doors. Provide accessible counter details at the lobby in room #120. See Section 11B-306, 11B-308, and 11B-902. Provide the following note on the floor plan or the site plan: “The existing swimming pool barrier must be remained in place at all time. Where modifications are made to the existing swimming pool barrier, a temporary barrier must be installed in place for drowning prevention.” Sheet A400 Revise the font size on the typical bathroom mounting height elevation details. It appears to be a printing error. For clarity, see redlines on all corrections on sheet A400. On the “typical bathroom mounting height elevation details – the last detail on the right”, the dimension to the top of grab-bar shall by specified as 36-inch maximum. The maximum call-out implies that construction tolerance is not acceptable. Provide grab-bar details and notes per Section 11B-609. On the “typical bathroom mounting height elevation details – the second last detail on the right”, provide a dimension to show the toilet paper dispenser shall be 7 inches minimum and 9 inches maximum in front of the water closet measured to the centerline of the dispenser. On the “typical bathroom mounting height elevation details – the second last detail on the right”, Specify the dimension where the outlet of the dispenser shall be 19 inches minimum above the finished floor. The detail shows 18 inches, which is less than the minimum. On the “typical bathroom mounting height elevation details – the second last detail on the right”, specify a minimum 24 inches dimension from the front of the water closet to the end of the side grab bar. On detail 12, provide notes for the insulated pipes per Section 11B-606.5. On detail 12, provide notes for the flush control per Section 11B-604.6. On detail 12, provide notes for the faucets operation per Section 11B-606.4. On detail 12, provide a minimum 60 inches clearance dimension at the water closet measured perpendicular from the side wall. On detail 12, specify that the centerline of the water closet shall be 17 inches minimum to 18 inches maximum from the side wall. The minimum and maximum dimensions imply that construction tolerance is not acceptable. On detail 12, specify the dimension where the outlet of the dispenser shall be 19 inches minimum above the finished floor. The detail shows 18 inches, which is less than the minimum. On detail 11, specify the seat height of a water closet above finished floor shall be 17 inches minimum. The minimum dimension implies that construction tolerance is not acceptable. On detail 11, specify the side grab-bar minimum dimension to be 42 inches. The minimum dimension implies that construction tolerance is not acceptable. The grab-bar dimensional height shall be measured from finished floor to the top of the grab bar. The detail shows the dimension to the centerline of the grab-bar. On detail 14, door #124 and door #123 shows a width of 3’-4”. The door schedule shows door #123 and door #124 having a 6’-0” width. On all restroom door entrances, provide details of the geometric symbol per Section 11B-703.7.2.6 through 11B-703.7.2.6.4. On all restroom door entrances, provide toilet signage that complies with 11B-703. Details and notes shall include but not limited to raised characters, braille, installation height and location, visual characters, and pictograms. Plan check comments #46 through #53 apply to detail 3 & 4. On detail 1, door swing shall not encroach the wheelchair clearance space in room #114. [The End of Architectural Comments. See Structural Comments next page.] Structural Plan Review Comments by Gary Huang. GUIDELINES: Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2022 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES) The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws All listed plan review comments must be adequately addressed before a building permit can be issued 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.☐Additional Review Comment: Sheet A902 Detail 4: Coordinate with structural drawing for roof deck assembly, and provide unit anchorage detail and calculation Sheet MR-3 Detail 4: provide structural calculation for both Chlorine and Acid Tank anchorage design Sheet MR-4 Detail 7: provide/reference roof attachment detail for rods and bracing. Coordinate with structural drawings Sheet S111 Provide a written letter from the Geotechnical Engineer indicate that all structural notes/details and specification comply with soil report requirements Indicate on plan the locations of equipment housekeeping pad required per sheet MR-1 Verify background, architectural sheet G021 shown additional wall at equipment room Verify background at electrical room, it shown different on sheet G021 Sheet S112 Provide column size/mark for columns along grid line B Provide column size/mark for columns along grid line A Sheet S121 Provide proof/justification that the Police substation will not be used as essential facilities; otherwise revise calculation importance factor to I=1.5. Further review is required Provide beam ID in calculation package and identify beam calculation correspondingly in the calculation package Provide calculation for CMU wall out-of-plane. Justify wall could span 32’-0” at the pool building, 42’-0” at PAAL building, and 21’-0” at the substation Provide/justify sub-diaphragm analysis that loads could adequately transfer into diaphragm Provide calculation for out-of-plan anchorage design for detail 1/S401, including anchor breakout Provide non-bearing CMU wall to roof detail and reference on plan. Detail 1/S103 not valid w/ concrete filled Provide construction detail at pool office where W12x19 and W8x15 beam intersect to CMU wall corner SEOR to justify load from library diaphragm bay be transfer to shear wall without drag member(s) or justify library diaphragm with point load SEOR to justify drag analysis and provide connection detail & calculation (3 locations) Sheet S122 Provide non-bearing CMU wall to roof detail and reference on plan. Detail 1/S103 not valid w/ concrete filled Provide calculation for CMU wall out-of-plane justify wall could span 30’-0” at community room and 17-0” at office SEOR to provide calculation of drag design and calculation for drag connection per detail 11/S401 Provide out-of-plane design for detail 2/S401 including anchor breakout Sheet S201 Wall elevation D: justify wall pier out-of-plan is adequate with 1-#7 to take wall additional lintel weight above opening Sheet S301 Detail 6: provide AESS column to base plate connection and anchor bolt placement Detail 7: provide transverse reinforcing per ACI 318 10.7.6.1.5 at top of the caisson Provide calculation for the grade beam design Detail 11: ACI 318 section 25.7.2.4.1 tie ends shall overlap by at least 6” Calculation Page 30: maximum span for W12x19 beam per plan is 24-0” revise calculation Page 42: identify W18x35 column on plan Page 68: H/r >99. Allowable compressive strength of CMU wall should be equation 8-19 per section TMS 402-2016 section 8.3.4.2.1 Page 73: shear design demand for CMU pier should be evaluate/distributed by wall rigidity to its pier. Provide calculation indicate how shear force for each pier is derived by rigidity Page 92: calculation page not clear for review. Provide legible print for review Page 107: calculation page not clear for review. Provide legible print for review Page 120: provide source of caisson design perimeter for review. Information provided was not found in soil report. Further review is required. Red marked comment set is available to pick-up at the City Hall.(End of Comment)