Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T19CM06384
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/12/2019 | LOREN MAKUS | ENGINEERING | REVIEW | Approved | |
| 09/17/2019 | PAUL CAMARENA | ZONING | REVIEW | Passed | |
| 09/25/2019 | PIMA COUNTY | BUILDING-COMMERCIAL | REVIEW | Reqs Change | Building, Mechanical, Water, and Plumbing Reviewer: Chris Anderson, September 24, 2019 BUILDING - COMMERCIAL 1. Please respond to all review comments in writing. 2. On sheet T1.0, under "Width: Weighted Average", please change "Sections 506.2, 506.2.1" to "Section 506.3." 3. FYI, the calculations for determining allowable area increase on sheet T1.0 are not required. No frontage increases are needed as each floor has an area less than the base floor area allowed in 2018 IBC Table 506.2 (Allowable Area Factor) for E uses in fully sprinkled Type VB buildings. 4. On the floor plans, sheet A2.0, the masonry walls at the north and east sides of the buildings reference wall types WT-2 on the north side and WT-5 on the east side. In the Wall Types Legend, sheet A1.16, WT-2 is a block wall with no insulation and WT-5 is a furred wall with R-13 cavity insulation. However, the COMcheck on sheet A1.16 shows that all exterior masonry walls will have a layer of R-13 cavity insulation and a layer of R-5.7 continuous insulation. Please revise the 1st and 2nd floor plans on sheet A2.0 to show all exterior masonry walls with R-13 cavity and R-5.7 continuous insulation per the COMcheck or revise the COMcheck to match the Architectural plans. 5. Please revise the keynotes for the wall sections and wall section details, sheet A3.2, to indicate the required insulation R-values per comment 4 above. 6. The COMcheck on sheet A1.16 indicates continuous R-10 roof insulation. Please indicate this minimum R-value in wall sections, keynote 11, sheet A3.2, and specification Section 07 0150 paragraph 2.02. 7. The roof plan keynote 1 on sheet A2.4 indicates 1 ½" thick sprayed polyurethane roofing. Please confirm that this thickness will provide the R-10 thermal conductivity required by the building envelope COMcheck. Be aware that specification section 07 0150 paragraph 2.02(A)(2)(d) on sheet A1.5 requires only a minimum R-value of R-8. This does not satisfy the COMcheck requirement for R-10. 8. On sheet A2.7 the elevator pit may require a sump with pump. Contact the Arizona Division of Occupational Safety and Health (ADOSH) Elevator Safety Section at (602) 542-5795 for clarification. Show ADOSH required items in the elevator plans and sections, sheet A6.0. If sump pump is required add to elevator plans and details. Detail 6/P5.1 shows an elevator sump and refers reader to structural drawings. Coordinate also with plumbing engineer. 9. On the Footing Schedule, sheet S1.7, footing F4 is shown with (5) #5 rebar each way. However, in the structural calculations for general footing DF1, page 64, the rebar should be (6) #5 each way. |
| 09/25/2019 | PIMA COUNTY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | Building, Mechanical, Water, and Plumbing Reviewer: Chris Anderson, September 24, 2019 PLUMBING - BUILDING 1. Please respond to all review comments in writing. 2. The waste plan on sheet P1.1 shows the hand sink HS located in the kitchen emptying directly into the building sanitary rather than routing through the grease interceptor GI. Per City of Tucson amendment to the 2018 IPC Section 1003.3, a sign shall be posted above the hand sink stating "HANDWASH SINK ONLY! NO FOOD PREPARATION OR DISHWASHING ALLOWED." Please add this requirement to the plumbing sheets. 3. An elevator sump detail is shown on sheet P5.1. The architectural and structural drawings show no sump. Verify with the architect that this detail is needed or wanted, if not required by Code. If not, delete detail from this sheet, reference to sump pumps on plumbing plans, and from pumps schedule on sheet P4.1. 4. The elevator sump pump P-4 shown on the Pumps Schedule, sheet P4.1 have a flow of 50 GPM at a 15-foot head. Please verify with the Arizona Division of Occupational Safety and Health (ADOSH) Elevator Safety Section at (602) 542-5795 for whether or not 50 GPM sump pumps are acceptable for less than 20-foot head. |
| 09/25/2019 | PIMA COUNTY | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | Electrical Reviewer: Charlie Bard, September 24, 2019 ELECTRICAL - BUILDING 1. Please respond to all review comments in writing. 2. 402.1 Rated Color Temperature. The rated color temperature of light sources (lamps and fixtures) shall not exceed 3500K per Outdoor Lighting Code 403.1. 3. Provide City of Tucson Outdoor lighting Code calculation. 4. Provide location of occupant sensors in classrooms. E2.1 & 2.3 per 2018 IECC C405.2.1. 5. Provide tamper-resistant receptacles for all 15 and 20 amp 125 and 250 volt in areas specified in section 2017 NEC 406.12: preschools and elementary education facilities, sub set of assembly occupancy described in section 518.2 to include places of waiting transportation gymnasiums etc. 6. Provide GFCI outlets in J/C room circuit 1B-3 & 2B-16 per 210.8(B) page E3.1. 7. Provide GFCI outlets in staff lounge for all receptacles within 6' of the sink. Section 210.8. Page E3.1. |
| 09/25/2019 | PMARTIN1 | WATER | REVIEW | Completed | |
| 09/25/2019 | PIMA COUNTY | MECHANICAL-COMMERCIAL | REVIEW | Reqs Change | Building, Mechanical, Water, and Plumbing Reviewer: Chris Anderson, September 24, 2019 MECHANICAL - BUILDING 1. Please respond to all review comments in writing. 2. Some of the heating and cooling equipment in schedules on sheet M4.1 use 115-degrees F ambient design temperature and some us 107-degrees F as the summer ambient air design temperature. Since the ASHRAE design temperature for Tucson is 105-degrees F please justify the use of 115-degrees and 107-degrees AT for this project. 3. Per 2018 IECC C403.3.1 the output capacity for each selected equipment shall not be greater than that of the smallest available equipment size that exceeds the calculated load. Please submit heating and cooling load calculations summary sheet(s) for each heating and cooling equipment to justify the capacities shown in the mechanical schedules on sheet M4.1. 4. The mechanical equipment COMcheck on sheet M0.2 includes (2) RTU's with a cooling capacity of 65 Kbtu/h. However the corresponding mechanical units in the M-Rooftop Unit Schedule on sheet M4.1 have a cooling capacity of 80Kbtu/h. Please revise the COMcheck. |
| 10/08/2019 | MARTIN BROWN | FIRE | REVIEW | Approved | |
| 10/09/2019 | EHAMBLI1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Completed |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 10/10/2019 | SBORZAK1 | OUT TO CUSTOMER | Completed |