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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - TC-COM-0224-00272
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/14/2024 | Water - PDSD | APPROVED | MASTER SET LOCATED AT: TC-COM-0124-00215 WITH REVIEWS TO BE PERFORMED ON: TC-COM-0224-00270, TC-COM-0224-00271, TC-COM-0224-00272 | ||
| 03/14/2024 | Bldg Permits - Post Review Express | PENDING ASSIGNMENT | MASTER SET LOCATED AT: TC-COM-0124-00215 WITH REVIEWS TO BE PERFORMED ON: TC-COM-0224-00270, TC-COM-0224-00271, TC-COM-0224-00272 | ||
| 02/28/2024 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | MASTER SET LOCATED AT: TC-COM-0124-00215 WITH REVIEWS TO BE PERFORMED ON: TC-COM-0224-00270, TC-COM-0224-00271, TC-COM-0224-00272 Structural(S) Reviewer Madeline Nelson mnelson@safebuilt.com Denied Reason: Date Completed : 2/23/2024 5:51:53 PM 1. GENERAL - UPDATES: For project updates, please submit sheets with all changes clearly marked in revision clouds. Please provide a written response to each comment; updates without a clear response to all comments may not be reviewed. If you have any questions regarding the comments, you may contact me directly. Updates may result in additional comments. 2. S0.1 - WIND DESIGN CRITERIA: Per the 2018 International Building Code, Section 1603.1.4, construction documents are required to include, in addition to basic design wind speed and exposure category, design wind pressures to be used for exterior component and cladding materials, expressed in psf. Please update the general notes to include this information. 3. S1.1.1 - CONFLICTING PLANS: The structural Foundation Plan differs from the Architectural Floor Plan A0.2.1.3 at Building Type 1 in regards to the location of the Tele/Data Room and Fire Riser Room. Please confirm the final location of these rooms and resubmit sheets resolving this conflict. 4. S1.1.1 - MISSING DETAIL: Foundation Keynote 1 calls for a 1'-0" wide by 12" deep thickened slab element at all interior shear walls "per applicable detail". Details 12/S0.04 and 106/S3.1 appear to be the only details cut at an interior wall, but neither shows a continuous wall footing. Detail notes say only to thicken slab as required to provide adequate concrete cover at sill plate anchor bolts, spaced between 14" and 72" oc. Please confirm if a continuous wall footing is required and provide an accurate detail. 5. S2.1.1 & S2.2.1 - MISSING INFORMATION: Building Types 1 & 2 - 2nd Floor Layout and Shearwall Plans do not show any floor-to-floor strapping at shearwalls, typical all locations. Please confirm that straps are required at the foundation and roof only, or provide callouts for straps on the 2nd Floor framing plan. 6. S2.4.6 & S2.4.7 - CONFIRM DESIGN: In the Enlarged Stair Roofing Plans for Buildings 1 & 2, posts are called out to support the glulam beams on Grids 1.A, 1.C.5, 2.A and 2.C.5 respectively. Please provide a post size to support the glulams on Grids 1.C and 2.C or confirm that no posts are required. 7. S3.1 - GRADE BEAM DEPTH: Details 101 & 106 on Sheet S3.1 provide conflicting information on the minimum depth of a typical thickened concrete slab edge. Detail 106 calls for a minimum 9" depth which, when combined with the minimum 6" slab edge reveal called out in Detail 101, does not allow for the minimum 5" of soil embedment required by the geotechnical report. Please revise the details to ensure that the minimum soil embedment required by the geotechnical engineer is achieved. 8. S5.1 - CONFIRM DESIGN: Please confirm the design of the cantilevered parapets shown in Details 302 & 303. i. Detail 302 calls for 8'-0" cantilevered 2x6 studs at a maximum spacing of 2'-0" oc (to match roof truss spacing) with no kicker support. This may exceed the capacity of the vertical members. If kickers are not desired, please provide calculations to support a maximum parapet height of 8'-0" with cantilevered 2x6's at 2'-0" oc. ii. Detail 303 calls for balloon framing of the wall below to form an 8'-0" parapet. These parapet studs are spaced at 12" oc per Detail 303, while the enlarged framing plans call for Exterior Walls to be BW-2, with a typical spacing of 16" oc. If walls below the roof level are required to be framed with 2x6 @ 12" oc, please indicate the affected areas on plan. 9. S5.2 - MISSING FASTENER INFORMATION: In Detail 314, please provide information on how the proposed 4x blocking supporting mechanical loads is being fastened to the deck below. Please confirm that this fastening is capable of withstanding components and cladding wind loads and seismic loads as required. Building(B) Reviewer Andrew Bevis abevis@safebuilt.com Denied Reason: Date Completed : 2/19/2024 10:24:35 AM 1. Sheet A0.2: (Building Area) The max allowable area of buildings one and two has been provided, however, the actual area of building types 1 and 2 has not been provided in this area along with area modification calculations. Provide the actual area of building types 1 and 2 in accordance with 2018 IBC Table 506.2. 2. Sheet A0.2: (Building Area) The max allowable area of buildings type 3 has been provided, however, the actual area of building one and two has not been provided in this area along with area codification calculations. Provide the actual area of building type 3 in accordance with 2018 IBC Table 506.2. 3. Sheet A0.2: (Project Information) It appears that fire walls are being used to separate buildings. According to section 503.1 these are considered separate buildings. Provide a separate code analysis for each building type. 4. Sheet A0.2: (Area Calculations) The area calculations for building Type 1 exceed the maximum allowable area permitted by the construction type and occupancy classification. Additionally, no area increase calculations have not been provided if applied. Provide a structure that meets the allowable area requirements in accordance with 2018 IBC Table 506.2. 5. Sheet A0.2: (Area Calculations) The area calculations for building Type 3 exceed the maximum allowable area permitted by the construction type and occupancy classification. Additionally, no area increase calculations have not been provided if applied. Provide a structure that meets the allowable area requirements in accordance with 2018 IBC Table 506.2. 6. Sheet A0.2: (Area Calculations) The area calculations for building Type 2 exceed the maximum allowable area permitted by the construction type and occupancy classification. Additionally, no area increase calculations have not been provided if applied. Provide a structure that meets the allowable area requirements in accordance with 2018 IBC Table 506.2. 7. Sheet A0.2: (Rated Construction Requirements) The construction type is indicated as type VB several times. However, the fire rate construction requirements indicate a different construction type. Provide correlation between this table and the actual construction type in accordance with 2018 IBC Section 602. 8. Sheet A0.3: (Design Analysis) The 1/2 hour rating exception has been used. However, this exception only applies when a NFPA 13 system is being used. The code analysis indicates a NFPA 13R system is being used. Provide properly rated unit separations in accordance with 2018 IBC Section 420.2. 9. Sheet A0.4: (Design Analysis) The 1/2 hour rating exception has been used. However, this exception only applies when a NFPA 13 system is being used. The code analysis indicates a NFPA 13R system is being used. Provide properly rated unit separations in accordance with 2018 IBC Section 420.2. 10. Sheet A02.8: The fire wall detail provided does not indicate the floor to roof condition. Provide this condition type detail. 11. Sheet A08.1: (Roof Plan) Roof drainage sizing calculations have not been provided. Provide roof drain sizing calculations to the roof plan in accordance with 2018 IPC Section 1106.1 & 1106.2 and Tucson Amendment Appendix B rates of rainfall. 12. Sheet A08.1: (Roof Plan) GPM discharge amounts have not been provided for the roof/drain overflows. Provide the roof/drain overflows in accordance with 2018 IPC Section 1106.2 13. Sheet A08.2: (Roof Plan) Roof drainage sizing calculations have not been provided. Provide roof drain sizing calculations to the roof plan in accordance with 2018 IPC Section 1106.1 & 1106.2 and Tucson Amendment Appendix B rates of rainfall. 14. Sheet A08.2: (Roof Plan) GPM discharge amounts have not been provided for the roof/drain overflows. Provide the roof/drain overflows in accordance with 2018 IPC Section 1106.2 15. Sheet A08.3: (Roof Plan) Roof drainage sizing calculations have not been provided. Provide roof drain sizing calculations to the roof plan in accordance with 2018 IPC Section 1106.1 & 1106.2 and Tucson Amendment Appendix B rates of rainfall. 16. Sheet A08.3: (Roof Plan) GPM discharge amounts have not been provided for the roof/drain overflows. Provide the roof/drain overflows in accordance with 2018 IPC Section 1106.2 17. Sheet A12.3: (Handrails) It doesn't appear that the handrails return to a wall, guard, or walking surface. Provide handrails that return to a wall, guard, or walking surface in accordance with 2018 IBC Section 1014.6. Mechanical(M) Reviewer Jorge Valido jvalido@safebuilt.com Denied Reason: Date Completed : 2/21/2024 2:20:13 PM 1. Plan Sheet M1.3.1 - FCU SAD (Supply Air Drops) CFM equal 1975. Plan Sheet M4.1 - Split System Heat Pump Unit Schedule states FCU-4 Supply Air CFM is 1600. Confirm CFM for FRCU-4 - 2018 IBC Section [A]107.2.1Information on construction documents. 2. Plan Sheet M3.1 - Detail #7 - Provide direction of how refrigerant lines are run to Condenser. State if refrigerant lines are inside AHU closet wall or are in AHU closet through floor in AHU closet. - 2018 IBC Section [A]107.2.1Information on construction documents. 3. General - Provide Refrigerant piping penetration through Fire Rated assembly detail. - 2018 IBC Section [A]107.2.1Information on construction documents. 4. General - Provide ComCheck Mechanical Compliance Certificate - 2018 IBC Section [A]107.2.1Information on construction documents. - 2018 IECC Section 403 Building Mechanical Systems Electrical(E) Reviewer Ron Ross rross@safebuilt.com Denied Reason: Date Completed : 2/22/2024 11:42:29 AM Electrical Review of Desert Dove Apartments By: Ron Ross PE E0.1.0 ELECTRICAL SPECIFICATIONS: Missing from set as per sheet index on sheet A0.1 E0.1.3 ELECTRICAL SITE PHOTOMETRIC SCHEDULE: Sheet not listed on sheet index on Sheet A0.1 E1.3.2 BUILDING TYPE 3 THIRD FLOOR & ROOF PLANS – POWER & SYSTEMS: Missing from set as per sheet index on sheet A0.1 E1.4.1 BUILDING TYPE 4 FIRST & SECOND FLOOR PLANS - POWER & SYSTEMS: Missing from set as per sheet index on sheet A0.1 E1.4.2 BUILDING TYPE 4 THIRD FLOOR & ROOF PLANS – POWER & SYSTEMS: Missing from set as per sheet index on sheet A0.1 E1.5.1 BUILDING TYPE 5 FIRST & SECOND FLOOR PLANS - POWER & SYSTEMS: Missing from set as per sheet index on sheet A0.1 E1.5.2 BUILDING TYPE 5 THIRD FLOOR & ROOF PLANS – POWER & SYSTEMS: Missing from set as per sheet index on sheet A0.1 E1.6.1 BUILDING TYPE 6 FIRST FLOOR & ROOF PLAN - POWER & SYSTEMS: Missing from set as per sheet index on sheet A0.1 E2.1.1 BUILDING TYPE 1 FIRST & SECOND FLOOR RCP - LIGHTING: Missing from set as per sheet index on sheet A0.1 E2.1.2 BUILDING TYPE 1 THIRD FLOOR & ROOF RCP - LIGHTING: Missing from set as per sheet index on sheet A0.1 E2.2.1 BUILDING TYPE 2 FIRST & SECOND FLOOR RCP - LIGHTING: Missing from set as per sheet index on sheet A0.1 E2.2.2 BUILDING TYPE 2 THIRD FLOOR & ROOF RCP - LIGHTING: Missing from set as per sheet index on sheet A0.1 E2.3.1 BUILDING TYPE 3 FIRST & SECOND FLOOR RCP - LIGHTING: Missing from set as per sheet index on sheet A0.1 E2.3.2 BUILDING TYPE 3 THIRD FLOOR & ROOF RCP - LIGHTING: Missing from set as per sheet index on sheet A0.1 E2.4.1 BUILDING TYPE 4 FIRST & SECOND FLOOR RCP - LIGHTING: Missing from set as per sheet index on sheet A0.1 E2.4.2 BUILDING TYPE 4 THIRD FLOOR & ROOF RCP - LIGHTING: Missing from set as per sheet index on sheet A0.1 E2.5.1 BUILDING TYPE 5 FIRST & SECOND FLOOR RCP - LIGHTING: Missing from set as per sheet index on sheet A0.1 E2.5.2 BUILDING TYPE 5 THIRD FLOOR & ROOF RCP - LIGHTING: Missing from set as per sheet index on sheet A0.1 E2.6.1 BUILDING TYPE 6 FIRST FLOOR RCP - LIGHTING: Missing from set as per sheet index on sheet A0.1 E3.A.A UNIT A(A) ELECTRICAL PLANS: Sheet is E2.A in submittal. E3.A.B UNIT A(B) ELECTRICAL PLANS: Sheet is not in submittal. E3.B.A UNIT B(A) ELECTRICAL PLANS: Sheet is E2.B in submittal. E3.B.B UNIT B(B) ELECTRICAL PLANS: Sheet is not in submittal. E3.C.A UNIT C(A) ELECTRICAL PLANS: Sheet is E2.C in submittal. E3.C.B UNIT C(B) ELECTRICAL PLANS: Sheet is not in submittal. E3.D.A UNIT D(A) ELECTRICAL PLANS: Sheet is not in submittal. E3.D.B UNIT D(B) ELECTRICAL PLANS: Sheet is not in submittal. E4.1.1 ELECTRICAL ONE-LINE DIAGRAMS: Sheet is E3.1 in submittal E4.2.1 ELECTRICAL ONE-LINE DIAGRAMS: Sheet is E3.2 in submittal E4.3.1 ELECTRICAL ONE-LINE DIAGRAMS: Sheet is E3.3 in submittal Detail 2 shows 3 phase SES enclosures, but panels EV-1 and EV-2 are single phase. E5.1.1 ELECTRICAL SCHEDULES: Sheet is E4.1 in submittal E5.2.1 ELECTRICAL SCHEDULES: Sheet is not in submittal. E5.3.1 ELECTRICAL SCHEDULES: Sheet is not in submittal. E5.4.1 ELECTRICAL SCHEDULES: Sheet is not in submittal. E6.1.1 ELECTRICAL DETAILS: Sheet is E5.1 in submittal Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Denied Reason: Date Completed : 2/25/2024 10:35:04 PM First Plumbing Review: 1). Plan pages A08.1, A08.2, A08.3 need to include Primary/Secondary scupper & downspout sizes along with sizing calculations.-2018 IPC 1106.1, 1106.3, 1108 2). Waste stack vents 2, 7, 11 on plan page P3.1 need to remain 3" thru roof level-2018 IPC 913..3, 913.4 3). Sanitary stacks 3, & 9 on plan page P3.1 are not vented properly- 2018 IPC 901.2.1 4). P1.1.2, P1.2.2 need to include Primary/ secondary scupper sizes & sizing calculations. -2018 IPC 1101.7, 1108 5), Add sanitary Building drain sizes to plan page P1.1.1 -2018 IPC 710.1 6). Plan set missing civil utility & Landscape pages as listed on plan page A0.1, -2018 IPC 106.3.1 7). Add Plumbing fixture manufacturer name & Model numbers to plan page P5.1 -2018 IPC 303 |
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| 03/05/2024 | Site Engineering | REQUIRES RESUBMIT | See zoning comment | ||
| 03/04/2024 | Site Zoning | REQUIRES RESUBMIT | MASTER SET LOCATED AT: TC-COM-0124-00215 WITH REVIEWS TO BE PERFORMED ON: TC-COM-0224-00270, TC-COM-0224-00271, TC-COM-0224-00272 ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: TC-COM-0124-00215, C-COM-0224-00270, TC-COM-0224-00271 & TC-COM-0224-00272 - TD-DEV-0124-00025 6163 S MIDVALE PARK RD. (1st Review) Multifamily (1st Review) TRANSMITTAL: March 4, 2024 COMMENTS: Provide revised drawings along with a detailed response letter, which states how all Zoning Review Section comments were addressed with your next submittal. This site is located in the R-2 zone (UDC 4.7.9). a multifamily use is a permitted use in this zone (Table 4.8-2), subject to Use Specific Standards 4.9.7.B.6, .9, & .10 1. As development package (DP) TD-DEV-0124-00025 has not completed its first review Zoning cannot review the building plans for compliance with the DP and will review on the next submittal. If you have any questions about this transmittal, please contact Zone1.desk@tucsonaz.gov. |
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| 02/09/2024 | Fire New Construction | REVIEW COMPLETED | MASTER SET LOCATED AT: TC-COM-0124-00215 WITH REVIEWS TO BE PERFORMED ON: TC-COM-0224-00270, TC-COM-0224-00271, TC-COM-0224-00272 | ||
| 02/08/2024 | PDSD Application Completeness Express | REVIEW COMPLETED |