Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T17CM01719
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/09/2017 | FRODRIG2 | FIRE | REVIEW | Approved | |
| 03/13/2017 | PIMA COUNTY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | PLUMBING – COMMERCIAL The sanitary piping arrangement and location for grease interceptor on sheet P100 does not match what is shown on the Site Utility Plan. Coordinate. The Grease Interceptor Sizing calculations on sheet P100 do not comply with City of Tucson amendment to 2012 IPC Section 1003.3. Per this amendment the calculation is as follows: Flow Rate = (0.3 x 58 DFU) + 20 = 37.4. Minimum Interceptor Volume = 37.4 x 30 x 1.25 = 1,402.5 gallons capacity. Provide a 1500 gallon grease interceptor. On sheet P200 there is a boxed Note to the Engineer of Record to verify if a second water heater is required. Please review and comment regarding this note. On sheet P200, the water calculations states that the water meter is 1 ½” whereas the Site Utility Plan shows a new 2” water meter. Coordinate. On detail 13/P400 the grease interceptor size is shown incorrectly. See plumbing note 2 above. Detail 9/P400 has a boxed note to the Engineer of Record to verify the required temperature rise with the Health Department. Was this done? |
| 03/13/2017 | PIMA COUNTY | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | ELECTRICAL – COMMERCIAL Provide exterior lumen and shielding calculations for this parcel per the City of Tucson/Pima County Outdoor Lighting Code Table 401.1 and pertinent requirements. The photometric chart on sheet E002 does not satisfy this requirement. There are notes on the Electric Power Plan, sheet E200, that are less than 3/32”. Per City of Tucson standard, text, both upper and lower case, must be minimum 3/32”. Enlarge text to comply. Submit interior wattage calculations per 2012 IECC C405.5.2. |
| 03/13/2017 | FRODRIG2 | WATER | REVIEW | Reqs Change | WATER – COMMERCIAL On sheet P200, the water calculations states that the water meter is 1 ½” whereas the Site Utility Plan shows a new 2” water meter. Coordinate. |
| 03/13/2017 | PIMA COUNTY | BUILDING-COMMERCIAL | REVIEW | Reqs Change | T17CM01719 - PLAN REVIEW COMMENTS Reviewer: Chris Anderson, March 10, 2017 BUILDING – COMMERCIAL Add boxed note on sheet CS100 that prefabricated metal canopy/awning details and structural calculations shall be a deferred submittal. Per City of Tucson standard, text, both upper and lower case, must be minimum 3/32”. Enlarge all Finishes Schedule text on sheet A102 to comply. Change wall insulation notes on exterior wall sections, sheet A426, to R-20. Ref. 2012 IECC Table C402.2. For adhered masonry veneer, the weep screed shall be installed to extend a minimum of 1” below the foundation plate line and shall be located a minimum of 2” above paving and 4” above earth. Ref. 2012 IBC 1405.10.1.2 and 1405.10.1.3. Revise typical detail 6/A450 to comply. Be aware that at accessible entrances foundation curbs may be required to accomplish this. Indicate on foundation plan and details. Note at detail 2A/A451 refers to structural drawings for details and information regarding metal canopy attachment to wall structure. No such information exists in the structural drawings or calculations. Provide. Note on detail 5/A451 instructs manufacturer of steel canopy to provide memo that “canopy is rated for the local wind load zone, with static load capacity….” Instead, note should instruct manufacturer to provide structural calculations for the canopy and details, including attachment to building. Add boxed note to Window Elevations on sheet A600, “Fixed fenestration shall have a maximum U-value of 0.50, operable fenestration shall have a maximum U-value of 0.65 and glazed entrance doors shall have a maximum U-value of 0.83. All shall have a maximum SHGC of 0.25.” Ref. 2012 IECC Table C402.3. Per City of Tucson standard, text, both upper and lower case, must be minimum 3/32”. Enlarge all Abbreviations and Interpretation of Drawings text on sheet S0.1 to comply. Per City of Tucson standard, text, both upper and lower case, must be minimum 3/32”. Enlarge all Foundation Notes text on sheet S1.1 to comply. N-S shear walls on west end of building are shown as SW-2 on the foundation plan, Sheet S1.1. However, the structural calculations shows these shear walls as SW-1. Clarify. Provide structural calculations for the signage pole, menu canopy and light pole foundations indicated on sheet S2.1. |
| 03/13/2017 | PIMA COUNTY | MECHANICAL-COMMERCIAL | REVIEW | Reqs Change | MECHANICAL – COMMERCIAL Submit heating and cooling load calculations summary sheets for each RTU indicated on sheet M100 to justify the capacities shown on the Rooftop Unit Schedule. Per IECC C403.2.1 and C403.2.2 “the output capacity of heating and cooling equipment and systems shall not exceed the loads calculated in accordance with Section C403.2.1.” Also, per City of Tucson amendment to 2012 IECC, the design dry bulb temperatures shall be 32-degrees F for winter and 104-degrees F for summer and with a design wet bulb temperature of 66-degrees F. Please make sure that heating and cooling load calculations use these parameters and equipment is selected based on these parameters as well. Revise RTU schedule since the schedule indicates that the equipment was selected based on 115-degrees F Db design temperature The mechanical plan indicates 150 CFM supply air to each restroom and note below the Ventilation Schedule indicates that the fans in each restroom will exhaust 75 CFM each. Please explain how these rooms will maintain negative pressure to prevent recirculation of air from restrooms. Ref. 2012 IMC 403.2.1 (4). Per City of Tucson standard, text, both upper and lower case, must be minimum 3/32”. Enlarge text for all work shown on sheets M300 and M400 to comply. Per City of Tucson standard, text, both upper and lower case, must be minimum 3/32”. Enlarge text for detail 3/M500 to comply. Submit mechanical COMcheck. |
| 03/14/2017 | ERIC NEWCOMB | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Approved | |
| 03/14/2017 | GERRY KOZIOL | WWM | REVIEW | Reqs Change | The following is needed for Sewer Connection Fee Application Approval: Need PCRWRD/IWC/Steven Valencia review of grease interceptor – 520-724-6200 (steven.valencia@pima.gov). |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 03/29/2017 | LBOJORQ1 | OUT TO CUSTOMER | Completed |