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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T21CM01312
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/03/2021 | JPEELDA1 | FIRE | REVIEW | Approved | |
| 03/15/2021 | ROBERT SHERRY | WATER | REVIEW | Reqs Change | Show the location and size of the proposed water meter, backflow preventer, and the water service pipe on a site plan. The development package is not a substitute for a complete site plan. Reference: Section 107.2.1 and 107.2.6, IBC 2018. |
| 03/16/2021 | SSHIELD1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Needs Review | |
| 03/16/2021 | STEVE SHIELDS | ZONING | REVIEW | Reqs Change | ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: T21CM01303, T21CM01312 3139 E Bellevue St Bellevue Apartments (1st Review) TRANSMITTAL: March 16, 2021 This site is located in the R-3 zone (UDC 4.7.12). Multifamily is a permitted use in this zone (Table 4.8-2), subject to Use Specific Standard 4.9.7.B.6. Zoning has reviewed the building plans for compliance with DP20-0153 and the provided wall heights do not match. Perimeter yard setbacks are based on a measurement from design grade to the highest point of the wall, see UDC Article 6.4.5.B and Figure 6.4.5-A. That said the following comments will need to be addressed prior to approval of the building plans: As none of the wall heights provided on the building elevations are to design grade 6” has been added. The minimum setback is the greater of ten (10) feet, or three-fourth (3/4) the height of the structure’s wall facing each interior property line (Table 6.3-2.A). T21CM01303 1. Based on a wall height of 24’-6” the required perimeter yard setback from the proposed Building #1 top of wall for 2nd floor to the west property line is 18.4”, proposed is 16.1’. 2. Based on a wall height of 34’-6” the required perimeter yard setback from the proposed Building #1 top of wall for 3rd floor to the west property line is 25.9”, proposed is 24.1’. 3. Based on a wall height of 24’-6” the required perimeter yard setback from the proposed Building #1 top of wall for 2nd floor to the north property line is 18.4”, proposed is 16.0’. 4. Based on a wall height of 34’-6” the required perimeter yard setback from the proposed Building #1 top of wall for 3rd floor to the north property line is 25.9”, proposed is 24.0’. 5. Based on a wall height of 24’-6” the required perimeter yard setback from the proposed Building #1 top of wall for 2nd floor to the east property line is 18.4”, proposed is 16.1’. 6. Based on a wall height of 34’-6” the required perimeter yard setback from the proposed Building #1 top of wall for 3rd floor to the east property line is 25.9”, proposed is 24.0’. T21CM01303 7. Based on a wall height of 24’-6” the required perimeter yard setback from the proposed Building #2 top of wall for 2nd floor to the east property line is 18.4”, proposed is 16.0’. 8. Based on a wall height of 34’-6” the required perimeter yard setback from the proposed Building #2 top of wall for 3rd floor to the east property line is 25.9”, proposed is 24.0’. A Design Development Option (DDO) will need to be submitted and approved for comments 1-8 prior to approval of the building plans. DDO requirements can be found at: https://www.tucsonaz.gov/files/pdsd/forms/DDO_for_Setback_and_Height_UDC_8.11.20.pdf. 9. DP20-0205 will need to be issued prior to issue of this building plan. If you have any questions about this transmittal, please contact Elisa Hamblin at Elisa.Hamblin@tucsonaz.gov. |
| 03/22/2021 | SAFEBUILT | 2ND PARTY REVIEW | REVIEW | Reqs Change | Activity Number: T21CM01303/1312 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) S1.0: Provide additional design data under design loads notes as listed in below. a) Seismic: Importance factor Ie Mapped spectral response accelerations ; Ss, S1 Spectral Response coefficients ; Sds, Sd1 Seismic Design Category appears to be "B" but not "C" as listed. b) Wind Design ASCE 7-16 Internal pressure coefficient +/- 0.18 2) Provide summary of cumulative drifts from wind and seismic forces for 3-story both Buildings 1&2 . Demonstrate that maximum story drift under seismic forces (ASCE 7-16) section 12.12 or serviceability limit of H/400 under wind loading is not exceeded. Provide C&C wind design pressures for windows and doors. 3) List the C&C roof uplift pressures for roofing attachment based on zones and tributary area of 10 sq.ft. Provide a diagram with zones and "a" dimension ( Both Buildings) 4) List C&C roof uplift pressures for roof joists based on tributary area. Building 1 5) S2.1: Provide information about the thickness and reinforcing of the concrete slab on grade. show control joints (saw-cut), lay-out 6) S2.1: Please label the continuous wall footings at grids 4,5 & 6 between A&E grids. 7) S2.1: Show footing on grid 2A. 8) S2.2: At unit B there is a B-9 (2)2x12 beam at 2nd level located between E&F grids. Both end reactions of this beam receives loads from the levels above and loads the edge of interior bearing wall. Check the end studs of the opening . You may need a wood post or multiple studs to support the concentrated load. 9) S2.3; At third level of unit B there is a beam between Grids E & F which is not labelled. Powered by Page 2 REVIEW DETAILS SUBMITTAL # 1303&1312001.022521 Job Type: Master Plan 10) See A3.0 /Detail 8; provide information for the tube steel frame member size and its welded connections ,including corrugated sheet attachment. 11) S4.1; At section 9 ;specify the distance between grade and top of footing. 12) S2.4: Show roof top units on roof framing plan including equipment platform. 13) S2.4: Section mark on grid J cut thru B-11 Beam needs to be labelled. 14) Provide a typical section at balconies of the 2nd and 3rd level. Building 2 15) S3.1: At Foundation plan ;show saw-cut layout. 16) S3.2: Show roof top units on roof framing plan. 17) Both buildings : provide a wind design calculation as per ASCE 7-16/section 29.4.1 and detail the connection between the unit and curb and also between the curb and roof framing. Detail the opening at unit location. ( Make calculation and detail for the worst condition only. 18) Please respond in writing. Provide a brief narrative for the revisions. BUILDING REVIEW COMMENTS: Denied 1. Revise plans to indicate on Title Sheet in Project Code Check box occupancy group. IBC 107.1 2. Revise Title Sheet in Project Code Check box occupancy load calculation IBC 107.1 3. Revise plans to provide accessible plan for the following: IBC 1102.1, 1104.1, 1107.6.2, ANSI 117.1 • calculations for Type A and Type B units • Note which units are accessible and provide details and specifications for accessible units • Accessible routes details and specifications • Accessible parking calculations, details, specifications and signage 4. Page A13.1 - There are four different wall sections all labeled WALL SECTION 6A, clarify 5. Page A10.0, Elevation A, Key note 8 & 9 regarding metal guard rails and handrails is referred to Page A13.1 details 8 & 9. Page A13.1 has no such notes. Clarify 6. Page S4.1, detail 15, 10, 9, 8, 7, 1 - Cannot read yellow printing, please make readable. 7. Revise plans to indicate Separation Wall construction details of UL U801 and 4230 Rated Wall Assembly on plan. IBC 420.2 8. Revise plans to provide window schedule. IBC 107.1 9. Revise plans to show through penetration firestop system details for walls, floor/ceiling or roof/ceiling penetrations. 10. Revise plans to include finish classes of wall and ceiling finishes. 11. Page A4.0 - Revise plans to indicate guard rail details for stairway; indicate height attachment details. IBC 1015.2 12. Page A14.1 - Revise plans indicate guarding on handrails at spacing no greater than 4 inches. Indicate handrail to extend beyond bottom tread by depth of tread. IBC 1014.6, 1015.1 13. Revise Roof Plan to indicate guards around mechanical equipment within 10 of roof edge or open side. Provide details. IBC 1015.6 14. Revise plans indicating interior exit stairways to be of 1 hour construction, indicate details. IBC 1023.2 15. Page S1.0 - Revise "Carpentry Note" to reflect 2018 IBC editions. IBCO reference is outdated. IBC 107.1 16. Revise plumbing plan general note to include: 419.6 Automatic faucets. Lavatories installed in all buildings other than R3 occupancies, individual units of R2 occupancies, or International Residential Code structures shall be provided with automatic faucets dispensing a maximum of 0.25 gallon per metering cycle. Powered by Page 4 REVIEW DETAILS SUBMITTAL # 1303&1312001.022521 Job Type: Master Plan 17. Mechanical and Envelope energy compliance certification needs to be signed by responsible person of record. 18. Lighting compliance certification is required. IBC 107.1 19. Provide Civil site plan indicating drainage, sewer and water main connections. IBC 107.1 ELECTRICAL REVIEW COMMENTS Denied E-1.0: No Electrical Comments. E-2.0: No Electrical Comments. E-3.0: No Electrical Comments. E-3.1: No Electrical Comments. E-3.2: No Electrical Comments. E-3.3: No Electrical Comments. E-4.0: Per NEC 90.8, which is suggestion only. Panels should have spares or spaces for future circuits. E-4.1: Correction to NEC load calculations. Calculations use 12,000 VA for range, yet a 40-amp circuit is for an 8,000 VA range. No action required. E-4.2: No Electrical Comments. E-5.0: No Electrical Comments. E-5.1: No Electrical Comments. E-6.0: No Electrical Comments. E-7.0: No Electrical Comments. E-8: No Electrical Comments. MECHANICAL REVIEW COMMENTS: Mechanical Review Status-Rejected (*) Denote clarification to a no satisfied comment. Mechanical comments 1. Provide provisions for outside air to comply with FMC-Table 403.3.1. How the outside air will be provided as per calculations on Living Area Calculations Table, provided on M1.0 sheet? IMC-(A) 106.3.1. 2. Provide o/a duct with shutoff damper as IECC-C403.7.7. 3. Provide detail of above ceiling FCUs. Show on plans way of attachments, primary and secondary condensate drain and ceiling access panel dimensions. FMC-306.1 4. Provide detail to show how Condensing Units will be attached to building structure (upper/lower attachments) to support wind and seismic load, if applicable. IMC-301.18 and 301.15 5. Provide backdraft damper with no screens, for dryer vent. Note on plans duct material. IMC-504.4 PLUMBING REVIEW COMMENTS: Plumbing comments 1. Provide drain pan for water heaters. IPC-504.7 2. Show on plan required operable lid dimensions to provide adequate water heaters with service, access, and clearance for replacement, as per described on IPC-502.5 3. Provide roof drainage system and roof area calculations to size primary and secondary scuppers and downspouts. Provide cleanouts as required. IPC-1106.5, 1106.6 and 1101.8 |
| 04/01/2021 | SBLOOD1 | ENGINEERING | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 04/02/2021 | IMONSHI1 | OUT TO CUSTOMER | Completed |