Loading...
HomeMy WebLinkAboutPOLESTAR VILLAGE - FDP240010 - SUBMITTAL DOCUMENTS - ROUND 1 - Supporting Documentation (14) To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Building A3c Fort Collins, Colorado A new 0.75” water tap and meter shall be provided to serve the residential Building A3c of Polestar Village. This 0.75” tap and meter shall include a 0.75” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 26 WSFU translates to 22.0 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 9.402 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 0.75” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Building A3 Fort Collins, Colorado A new 0.75” water tap and meter shall be provided to serve the residential Building A3 of Polestar Village. This 0.75” tap and meter shall include a 0.75” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 21 WSFU translates to 20.1 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 21.994 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 0.75” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Building B2c Fort Collins, Colorado A new 0.75” water tap and meter shall be provided to serve the residential Building B2c of the Polestar Village. This 0.75” tap and meter shall include a 0.75” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 20 WSFU translates to 19.6 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 35.022 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 0.75” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Building B2 Fort Collins, Colorado A new 0.75” water tap and meter shall be provided to serve the residential Building B2 of the Polestar Village. This 0.75” tap and meter shall include a 0.75” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 15 WSFU translates to 17.5 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 48.782 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 0.75” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Building B3t Fort Collins, Colorado A new 0.75” water tap and meter shall be provided to serve the residential Building B3t of Polestar Village. This 0.75” tap and meter shall include a 0.75” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 23 WSFU translates to 19.5 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 34.664 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 0.75” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Building C2 Fort Collins, Colorado A new 0.75” water tap and meter shall be provided to serve the residential Building C2 of Polestar Village. This 0.75” tap and meter shall include a 0.75” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 18 WSFU translates to 18.8 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 25.162 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 0.75” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Building D10 Fort Collins, Colorado A new 1” water tap and meter shall be provided to serve the residential Building D10 of Polestar Village. This 1” tap and meter shall include a 1” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 85 WSFU translates to 40 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 38.912 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 1” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Building D12 Fort Collins, Colorado A new 1” water tap and meter shall be provided to serve the residential Building D12 of Polestar Village. This 1” tap and meter shall include a 1” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 68.4 WSFU translates to 34.2 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 39.342 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 1” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Building E2 Common Fort Collins, Colorado A new 0.75” water tap and meter shall be provided to serve the residential building E2 Common of Polestar Village. This 0.75” tap and meter shall include a 0.75” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 24.2 WSFU translates to 21.2 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 28.744 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 0.75” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Building E2 Fort Collins, Colorado A new 0.75” water tap and meter shall be provided to serve the residential Building E2 of the Polestar Village. This 0.75” tap and meter shall include a 0.75” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 11.4 WSFU translates to 15.6 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 46.902 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 0.75” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Building F3 East Fort Collins, Colorado A new 1” water tap and meter shall be provided to serve the residential building F3 East of Polestar Village. This 1” tap and meter shall include a 1” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 76.8 WSFU translates to 37 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 42.842 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 1” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Building F3 West Fort Collins, Colorado A new 1” water tap and meter shall be provided to serve the residential building F3 West of Polestar Village. This 1” tap and meter shall include a 1” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 64.7 WSFU translates to 33 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 52.042 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 1” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Group Home and Pre-school Fort Collins, Colorado A new 1” water tap and meter shall be provided to serve the residential Group Home (GH) and Pre- school of Polestar Village. This 1” tap and meter shall include a 1.5” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 103.6 WSFU translates to 44.4 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 30.682 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 1” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Community Center Fort Collins, Colorado A new 1.5” water tap and meter shall be provided to serve the commercial Community Center of Polestar Village. This 1.5” tap and meter shall include a 1.5” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 181.3 WSFU translates to 61.3 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 50.422 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 1.5” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Mixed Use Building, Commercial Space Fort Collins, Colorado A new 1” water tap and meter shall be provided to serve the commercial space of the Mixed Use building of Polestar Village. This 1” tap and meter shall include a 1” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 68 WSFU translates to 34.4 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 47.102 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 1” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer To: Michael Gornik Date: June 19, 2024 Re: Polestar Village, Mixed Use Building, Residential Space Fort Collins, Colorado A new 0.75” water tap and meter shall be provided to serve the residential space of the Mixed Use building of Polestar Village. This 0.75” tap and meter shall include a 0.75” water service to the building for distribution. The charts below provide the fixture counts, pressure, and flow calculations for the building and all calculations used are based on the 2021 International Plumbing Code Appendix E. The following fixtures have been accounted for in the calculation of the water service: The 25.5 WSFU translates to 21.7 GPM peak domestic demand flow rate per Table E103.3(3). This value has been utilized in the following pressure and flow calculation: Page 2 of 2 The 32.042 value represents the remaining available pressure for allowable pressure drop within the building. This value represents the total allowable pressure drop for piping within the building. This allowable pressure loss is addressed with internal building pipe sizing methods. This office accepts the calculations and has determined the 0.75” tap and meter is acceptable per the sizing guidelines of the 2021 IPC. Respectfully, Kyle Lucas Mechanical Design Engineer