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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - TC-COM-1222-00252
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/23/2023 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 01/23/2023 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Activity Number: TC-COM-1222-00252 GENERAL: Provide written responses to all review comments. Provide a complete plan set. Provide additional documents as requested by review staff. STRUCTURAL REVIEW COMMENTS: DENIED 1. The Seismic Parameters – S1, Ss, Sds and Sd1 shown on Geotechnical Report, Structural Calculations and on Drawing S100 do not match. Verify and make revisions as needed. 2. The Wind Speed shown on Structural Drawing S100 does not match with the Wind Speed used in Structural Calculations submitted. Verify and make revisions as needed. 3. Refer to Enercalc Calculations submitted. Member EB2 on page 38 of 132 is failing in Bending by 11.9%. Submit response. 4. Refer to Enercalc Calculations submitted. Member Wood Perlin on page 43 of 132 is failing in Bending by 8.7% and in deflection under total loading. Submit response. 5. Refer to Enercalc Calculations submitted. Member GLB with Mechanical on page 48 of 132 is failing in Bending by 43.1% and deflection. Submit response. 6. Refer to Enercalc Calculations submitted. Member GLB on page 50 of 132 is failing in Bending by 0.6%. Submit response. 7. Refer to Enercalc Calculations submitted. Cantilever at South – Longer Backspan on page 58 of 132 is failing in Bending by 18.7% and in deflection. Submit response. 8. Refer to Enercalc Calculations submitted. Member Typical Cantilever on page 70 of 132 is failing in deflection. Submit response. 9. Refer to Enercalc Calculations submitted. Member Typical Cantilever – Shorter Backspan on page 85 of 132 is failing in Bending by 9.5% and in deflection. Submit response. 10. Refer to Enercalc Calculations submitted. Member Typical Cantilever – longer Backspan on page 88 of 132 is failing in Bending by 28.7% and in deflection. Submit response. 11. Refer to Enercalc Calculations submitted. Member South Part Key Beam on page 93 of 132 is failing in deflection. Submit response. 12. Refer to Enercalc Calculations submitted. Member Cantilever at South - Shorter Backspan on page 95 of 132 is failing in Bending by 23.4% and in deflection. Submit response. 13. Refer to Enercalc Calculations submitted. Member Typical System Key Beam on page 98 of 132 is failing in Bending by 15.6% and in deflection. Submit response. 14. Refer to Enercalc Calculations submitted. Member Typical Purlin for uplift on page 107 of 132 is failing in deflection. Submit response. 15. Refer to Enercalc Calculations submitted. Member Typical Purlin on page 109 of 132 is failing in deflection. Submit response 16. Refer to Enercalc Calculations submitted. Member Purlin Design with Mechanical on page 111 of 132 is failing in Bending by 1.2% and in deflection. Submit response. 17. Refer to Enercalc Calculations submitted. Member Post for Purlin at Storefront on page 117 of 132 is failing in Bending by 4.1%. Submit response. Submit a response letter addressing these correction items and provide bubbles on the revisions to the drawings. BUILDING REVIEW COMMENTS: DENIED 1. General: Please coordinate with the City of Tucson to schedule a virtual meeting to discuss this project prior to resubmittal if any of the below revision comments are not clear. 2. General: Revise to include details for the stairs at the platforms to demonstrate compliance with 2018 IBC Sec. 1011. 3. General: The stairs at the elevated platforms shall indicate that the leading 2” (two inches) of the tread shall have a visually contrasting color, per ICC/ANSI A117.1-2009 Sec. 504.5.1. 4. Sheet G100 (Life Safety Plan) / General (Applicable to the Life Safety Plan): Provide a Fire Safety Plan and Evacuation Plan for this proposed facility. (2018 IBC Sec. 1002.2) 5. Sheet G100 (Life Safety Plan) / General (Applicable to the Life Safety Plan): Occupant load calculations are based on the application of occupant load factors, which establish occupant density levels based on how the occupant functions or relates to the space. The occupant load factor from 2018 IBC Table 1004.5 should not be conflated with Occupancy Types, as codified by 2018 IBC Sec. 302.1. Please revise to provide a table breaking providing the following: ◦ Provide a column to the indicate each room / area name and/or number ◦ Provide a column with each area (square footage) of the room / area being calculated ◦ Provide a column with the Occupant Load Factor used from 2018 IBC Table 1004.5 ◦ The Design Occupant Load as established using 2018 IBC Table 1004.5 for each room / area ◦ The Total Design Occupant Load of the entire building Note: the fixed seating within the sanctuaries, or other areas with fixed seating will have the design occupant load for those spaces using 2018 IBC Sec. 1004.6. 1. Sheet G100 (Life Safety Plan) / General (Applicable to the Life Safety Plan): Revise A5/G100 (Bldgs D & E/F Code Plan) to have the furniture plan overlaying the floor plan view. Provide revised to include the dimensioned line indicating the path of egress travel from the most remote space to the point of exit discharge. This line must also show the travel path around fixed / moveable objects and the divergence in the egress path at the point of the Common Path of Egress Travel. This divergence occurs at the point where the occupant can change directions to another exit discharge point within the Exit Access Travel Distance. (2018 IBC Sec. 1006.2.1 and 1017.2) 2. Sheet G100 (Life Safety Plan) / General (Applicable to the Life Safety Plan): Provide a breakdown of the means of egress components, per 2018 IBC Sec. 1005. 3. Sheet G100 (Life Safety Plan) / General (Applicable to the Life Safety Plan): Indicate how the changes in elevation will be addressed throughout the means of egress system. Specifically, for the elevate platforms within certain areas. (2018 IBC Sec. 1009.2 & ICC/ANSI A117.1-2009 Sec 303) 4. Sheet G100 (Life Safety Plan) / Code Analysis Data: Please revise to indicate all occupancies within the proposed tenant spaces / buildings and clarify if the project is mixed-use separated occupancies or mixed-use non-separated occupancies. (2018 IBC Sec. 308.5.2, 508.1, 508.3, & 508.4) 5. Sheet G100 (Life Safety Plan) / Code Analysis Data: Revise to clearly indicate all Incidental Uses and any required separations. (2018 IBC Sec. 509.2, 509.4, and Table 509) 6. Sheet G100 (Life Safety Plan) / Code Analysis Data: Revise to clearly indicate all Accessory Occupancies. (2018 IBC Sec. 508.2) 7. Sheet G100 (Life Safety Plan) / Code Analysis Data: Clarify the building construction type since this strip center was more than likely designed as Type II-B construction. (2018 IBC Sec. 602.1) 8. Sheet G100 (Life Safety Plan) / Code Analysis Data: Provide a breakdown of the frontage increase calculations, per 2018 IBC Sec. 506.3.2 for both Bldg D and Bldg E/F. To qualify for the frontage increase, each exterior perimeter portion of the building must have at least 20’-0” of open space. Since both buildings (Bldg D and Bldg E/F) are connected without being open on all sides, there is a concern on how the frontage calculations are prepared. (2018 IBC Sec. 506.3, 506.3.1, 506.3.2, and 506.3.3) 9. Sheet G100 (Life Safety Plan) / Code Analysis Data: Provide Allowable Area versus Actual Area calculations for both Bldg D and Bldg E/F. (2018 IBC Sec. 506.2.1) 10. Sheet G100 (Life Safety Plan) / Code Analysis Data / Summary of Governing Regulations: Please revise to clearly indicate the use of ICC/ANSI A117.1-2009, as adopted for enforcement by the City of Tucson. 11. Sheet G100 (Life Safety Plan) / Wall Rating Indicators and Codes Table: A 2-hour rated fire wall is being provided to divide this building into two separate buildings for allowable area calculations. (2018 IBC Sec. 706.4) Provide details within the plan set demonstrating compliance with the following for the design of the fire wall: horizontal continuity, per 2018 IBC Sec. 706.5; vertical continuity, per 2018 IBC Sec. 706.6; the actual area of the openings within the fire wall versus the allowable area, per 2018 IBC Sec. 706.8 12. Sheet A100 (Comprehensive Floor Plan) / A6/A100 (Comprehensive Floor Plan): For rooms 106 (Platform), 139 (Children’s Theater), 142 (Children’s Theater), and 157 (Platform). Please indicate how the changes in elevation from these portions of the exit access will be addressed throughout the means of egress system. Specifically, for the elevate platforms within certain areas. (2018 IBC Sec. 1009.2 & ICC/ANSI A117.1-2009 Sec 303) 13. Sheet A101 (Building D Floor Plan) / A6/A101 (Building D Floor Plan): For rooms 106 (Platform), 139 (Children’s Theater), and 142 (Children’s Theater). Please indicate how the changes in elevation from these portions of the exit access will be addressed throughout the means of egress system. Specifically, for the elevate platforms within certain areas. (2018 IBC Sec. 1009.2 & ICC/ANSI A117.1-2009 Sec 303) 14. Sheet A102 (Building D Dimensioned Floor Plan) / A6/A102 (Building D Dimensioned Floor Plan): For room 157 (Children’s Theater), and 142 (Children’s Theater). Please indicate how the changes in elevation from these portions of the exit access will be addressed throughout the means of egress system. Specifically, for the elevate platforms within certain areas. (2018 IBC Sec. 1009.2 & ICC/ANSI A117.1-2009 Sec 303) 15. Sheet A105 (Building D Finish Plan) / A6/A105 (Building D Finish Plan): For rooms 106 (Platform), please indicate how the changes in elevation from this portion of the exit access will be addressed throughout the means of egress system. Specifically, for the elevate platform within this area. (2018 IBC Sec. 1009.2 & ICC/ANSI A117.1-2009 Sec 303) 16. Sheet A110 (Building E/F Floor Plan & Finish Plan) / General: For room 157 (Children’s Theater), please indicate how the changes in elevation from this portion of the exit access will be addressed throughout the means of egress system. Specifically, for the elevate platform. (2018 IBC Sec. 1009.2 & ICC/ANSI A117.1-2009 Sec 303) 17. Sheet A111 (Building E/F Reflected Ceiling Plan & Dimensioned Plan) / D6/A111 (Building E/F Finish Floor Plan: For room 157 (Children’s Theater), please indicate how the changes in elevation from this portion of the exit access will be addressed throughout the means of egress system. Specifically, for the elevate platform. (2018 IBC Sec. 1009.2 & ICC/ANSI A117.1-2009 Sec 303) 18. S200 (Building Foundation Plan) / Foundation Notes: If the building construction type is Type II-B, please clarify the platform construction in compliance with 2018 IBC Sec. 410.3 MECHANICAL REVIEW COMMENTS: DENIED 1. Provide information on the co2 for beverage dispensers how much co2 will be on the premises and your method of protection sheet a103 (MBC2018,908.7) 2. The rtu's shall be called out on the Hvac plan as to what RTU # it is, you must be clear, you are not showing the RTU # sheet M101 (IMC2018,106.3.1) 3. Identify the boy's and girl's r&r EF # sheet M101 (IMC2015,106.3.1) you must be clear 4. Identify the RTU's numbers next to the RTU's on sheet M102 (IMC2018,106.3.1) 5. Provide duct smoke detectors to Ac #11,12, & 14 in the return duct in an approved manner and note it in the schedule sheet M301 (IMC2018,606.2.1) 6. Where equipment or appliances requiring access are located on an elevated structure or the roof of a building so that personnel will have to climb higher than 16 feet above grade to access this equipment or appliances, an interior or exterior means of access shall be provided. Such access shall not require climbing over obstructions greater than 30 inches high sheet M201 (IMC2018,306.5) ELECTRICAL REVIEW COMMENTS DENIED Most Sheets in set do not agree with sheet legend on Cover Sheet G000. E201 ELETRICAL FLOOR PLAN - BUILDING D: Catering sink receptacle LA2-7 should be GFI. New code changes may require LA2-5 to also be GFI (option, use best judgement). E202 ELECTRICAL FLOOR PLAN - BUILDING B/C AND E/F: Missing walls, receptacles in air. Spelling error on Key Note #3 “Probide” E301 LIGHTING FLOOR PLAN - BUILDING D: Need an emergency light in every bathroom and assembly rooms ie Team Green Room etc. E302 LIGHTING FLOOR PLAN - BUILDING B/C AND E/F: Need emergency lighting and exit signage in Work Room. Conference room should have an emergency light. E601: Is transformer needed for panel LTP1? E703 PANEL SCHEDULE AND FIXTURE SCHEDULE: LTP1 needs an MCB or other type of circuit protection from transformer secondary as per One-Line on E601. Why is transformer needed? PLUMBING REVIEW COMMENTS: DENIED First Plumbing Review: 1). Plan page A130 needs to illustrate the roof drainage method and sizing calculations -IPC 1106.1, 1106.2, 1108 2). The plumbing pages listed on Sheet index G000 doesn't match the plumbing pages sent? -IPC 106.3.1 3). Gas piping sizing on plan page P102 doesn't correlate with gas pipe sizes shown on gas riser P303 ( See 1.25" branch on P303 then it reduces to 1"....... Plan page P102 shows all 3/4" for that area) -IFGC 402.4 4). Sanitary/vent riser plan page P301 is missing sanitary/vent risers that correlate with the other half of building D on plan page P101 & Building E/F on P201. -IPC 106.3.1, 901.2.1 5). Hose Bibs on plan page P102, P202 & P302 need shut off valves -IPC 606.2 6). Each Piece of Beverage equipment noted on Plan Page P000 has the incorrect backflow device ASSE standard listed. see -IPC 608.17.1 7) Plumbing plan pages need to illustrate the exhaust/combustion configurations for the water heaters -IFGC 304, 503.1 8). Show washer box on sanitary plan P101 near baptistry as stated on plan page P202 9). washing machines on plan page P101 need to discharge thru an lint interceptor. -IPC 1003.6 10). Floor sinks for items C3 & C4 on plan page P101 need to discharge thru an grease interceptor. -IPC 1003.1 11). Plan Page A122 missing from plan set -IPC 106.3.1 12). Plan Page P202 needs to show the Building's water main shut off location - IPC 606.1 If you require additional clarification regarding these comments, please contact Doris Benoit at doris.benoit@tucsonaz.gov |
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| 01/19/2023 | Site Engineering | REQUIRES RESUBMIT | A development package is required for this project. | ||
| 01/05/2023 | Site Zoning | REQUIRES RESUBMIT | FROM: Paul Camarena PDSD Zoning Review Section PROJECT: TC-COM-1222-00252 1775 W AJO WY Zoning C-1, C-2 TRANSMITTAL DATE:January 5, 2023 COMMENTS: Please resubmit revised drawings along with a detailed response letter, which states how all Zoning Review Section comments were addressed. 1.COMMENT: Per UDC Article 3.3.3.G.2.c A site plan (Development Package) is required for the following types of development: Existing development undergoing a change of use, building structure additions, and/or a reconfiguration of an area outside a building. A development package (DP) meeting the requirements of Administrative Manual (AM) 2-06 must be submitted and approved prior to approval of this building plan. The DP is a separate submittal from the building plans and is submitted at: https://tdc-online.tucsonaz.gov. The DP will need to be approved prior to approval of this building permit. If you have any questions about this transmittal, Contact Paul Camarena at (520)837-4986 or by email Paul.Camarena@tucsonaz.gov |
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| 01/10/2023 | Fire New Construction | REVIEW COMPLETED | |||
| 12/19/2022 | PDSD Application Completeness | REVIEW COMPLETED |