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CC-0621-2020 71— Office Use Only • PRINCIPLE STRUCTURE PERMIT Permit#: CC P Olra ^ 202.D APPLICATION ' Permit Fee: $ qt� O Town of Queensbury *Rec. Fee: $ 611 - aU 742 Bay Road,Queensbury, NV 12804 Invoice#: P: 518-761-8256 www .queensburynet Project Location: Corner of Blind RoCk & Bay Road Tax Map #: 20c ��.- l-2'A' Subdivision Name: TOWN BD.RESOLUTION 86-2013:$850 recreation fee for new dwelling units: single family, duplexes/two-family, multiplefamily, apartments,condominiums, townhouses,and/or manufactured &modular homes,but not mobile homes. This is in addition to the permit fee(s). lECEOVErn) CONTACT INFORMATION: • Applicant: rij OCT 0 7 2020 jg Name(s): BBL Construction Services TOWN OF OUEENSBURY BUILDING&CODES Mailing Address, C/S/Z: 302 Washington Avenue Ext., Albany, NY— Cell Ph.: ( ) Land Line: ( 518 ) 452-8200 Email: eweatherwax@bblinc.com • Primary Owner(s): Name(s): Rosetti Acquisitions,LLC Mailing Address, C/S/Z: 427 New Karner Road. Albany, NY 12205 Cell Ph.: ( ) Land Line: ( 518 ) 640-2561 Email: cfalveygroup • Contractor(s): Name(s): BBL Construction Services Mailing Address, C/S/Z: 302 Washington Avenue Ext., Albany, NY, 12203 Cell Ph.: ( ) Land Line: ( 518 )452-8200 Email: eweatherwax@bblinc.com • Architect(s)/Enqineer(s): Name(s): HCP Architects, LLP Mailing Address, C/S/Z: 302 Washington Avenue Ext., Albany, NY, 12203 Cell Ph.: ( ) Land Line: ( 518 ) 218-0614 Email: sbednarczyk@hcpdesign.com & bnassivera@hcpdesign.com ypos-'g Contact Person for Building & Code Compliance: Eric Weatherwax Cta� Cell #.: ( ) Land Line: ( 518 )452-8200; Ext. 4209 Q Email: eweatherwax@bblinc.com Principle Structure Application Revised January 2019 PROJECT INFORMATION: TYPE: ❑ Commercial ❑ Residential X Other: Mixed Use WORK CLASS: ❑ Single-family ❑ Two-family IX Multi-family (# of units:72) ❑ Townhouse ❑ Business Office ❑ Retail ❑ Hotel/Motel ❑ Industrial/Warehouse X Garage (#of cars 55) X Other(describe :Future Commercial / Office) STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 15Tfloor: 38,747 SF 15Tfloor: 2nd floor: 38,805 SF 2^d floor: 3rd floor: 38,805 SF Total square feet: Basement(habitable space): Total square feet: 116,357 SF ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 17,000,000.00 2. Proposed use of the building: Mixed Use: Commercial Tenants & Apartments 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat: ®Gas ❑Oil ❑Propane ❑Solar ❑Other: (Fireplaces need a separate Fuel Burning Appliances &Chimney Application, one per appliance) 5. Are there any structures not shown on the plot plan? DYES ®NO Explain: _ 6. Are there any easements on the property? DYES IX NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? 16.2 Acres b. Is this a corner lot? ®YES ENO c. Will the grade be changed as a result of the construction? ®YES ENO d. What is the water source? ®PUBLIC El PRIVATE !DWELL e. Is the parcel on SEWER or a PRIVATE SEPTIC system? Sewer Principle Structure Application Revised January 2019. DECLARATION: I. I acknowledge that no construction shall commence priorto issuance of a valid building permit and work will be completed within a 12 month period. 2. If the work is not completed by the 1year expiration date the permit may be renewed, subject to fees and department approva I. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. I understand that IMWe are required to provide an as-built survey bya licensed land surveyor of all newly constructed facilities priorto issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: L-r:c. t/t4n4-hcn.✓ax SIGNATURE: -- DATE: tv/i/vo Principle Structure Application Revised January 2019 DocuSign Envelope IM,3134E7.7784073-4131D-9DFA-07EFE4FF80BC Office Use Only 1 OOOO Permit#: GC-QIoZI "2Q2.0 Town ofQucens_ury Permit Fee:$ 742 Bay Road,Queensbury, NY 12804 P:518-761-8256 www.gueensbury.net Invoice#: FUEL BURNING APPLIANCE & CHIMNEY APPLICATION **ONE APPLICATION PER APPLIANCE** Project Location:Fowler Tax Map ID#: Square Room of Install: Living Planned Install Date:ASAP D E' ff% rim Room Qi LC FUEL BURNING APPLIANCE INFORMATION: MAY U6 2021 TYPE OF DEVICE: TOWN OF QUEENSBURY BUILDING&CODES ❑ Stove X Fireplace Insert ❑ Fireplace ❑ Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) ❑ Fireplace, factory built** (**Manufacturer's name: Model #: ) HEAT & GLO ESC-42ST SOURCE OF HEAT: ❑ Wood ❑ Coal ❑ Pellet Gas CHIMNEY INFORMATION: ❑ Masonry (require plans to be submitted): ❑ block ❑ brick ❑ stone Flue: ❑the ®steel 8" size, in inches ❑ Material*: ❑ double-wall ❑ triple-wall ❑ insulated (*Manufacturer's name: Model #: ) Principle Structure Packet Revised March 2021 DocuSign Envelope ID:3B4E7778-4073-4B1D-gDFA-07EFE4FF80BC CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Check if all work will be performed by property owner only • Installer/Builder: Workers' Comp documentation must be submitted with this application Contact Name(s): Greg Haworth,Best Fire Hearth & Patio Contractor Trade: Fire Places Mailing Address, C/S/Z: 1760 Central Ave. Albany, NY 12205 Cell Phone: Land Line:(518) 869-9600 Email:ghaworth@bestfire.com Contact Person for any questions regarding this project: Cell Phone: Land Line: Email: ADDITIONAL INFORMATION: 1. Two (2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces & chimneys require plans to be submitted. 4. Twenty-four(24) hour notification is required for inspections. 5. Workers' Comp insurance information is required with this application. Declaration: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions that are part of these requirements and also-will allow the inspector to enter the premises to perform the required inspections. I have read and agree to the above: PRINT NAME: DocuSigned by: SIGNATURE: DATE: 67 E353601 2... Principle Structure Packet Revised March 2021 DocuSign Envelope ID:3B4E7778-4073-4B1 D-9DFA-07EFE4FF80BC Office Use Only �.. Permit#: Ce.-(Q1o2J - 2QZ0 Town of Queensbury Permit Fee:$ �� 742 Bay Road,Queensbury, NY 12804 P:518-761-8256 www.gueensbury.net Invoice#: FUEL BURNING APPLIANCE & CHIMNEY APPLICATION **ONE APPLICATION PER APPLIANITOWN [E0VEProject Location:Fowler TaxMapID#: ,.SquareRoom of Install: Living Planned Install Date:ASAP MAY U 6Room OF QUEENSBURYLDING &CODES FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEWCE: ❑ Stove Fireplace Insert ❑ Fireplace ❑ Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) ❑ Fireplace,factory built** (**Manufacturer's name: Model #: ) HEAT & GLO DV3732 SOURCE OF HEAT: Escape 42 ST See Through 8" ❑ Wood ❑ Coal ❑ Pellet ®Gas CHIMNEY INFORMATION: ❑ Masonry (require plans to be submitted): ❑ block ❑ brick ❑ stone Flue: ❑ the ®steel 6 5/8"size, in inches ❑ Material*: ❑ double-wall ❑ triple-wall ❑ insulated (*Manufacturer's name: Model #: ) Principle Structure Packet Revised March 2021 DocuSign Envelope ID:3B4E7778-4073-4B1D-9DFA-07EFE4FF80BC CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Check if all work will be performed by property owner only • Installer/Builder: Workers' Comp documentation must be submitted with this application Contact Name(s): Greg Haworth,Best Fire Hearth & Patio Contractor Trade: Fire Places Mailing Address, C/S/Z: 1760 Central Ave. Albany, NY 12205 Cell Phone: Land Line:(518) 869-9600 Email:ghaworth@bestfire.com Contact Person for any questions regarding this project: Cell Phone: Land Line: Email: ADDITIONAL INFORMATION: 1. Two (2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces & chimneys require plans to be submitted. 4. Twenty-four(24) hour notification is required for inspections. 5. Workers' Comp insurance information is required with this application. Declaration: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions that are part of these requirements and also will allow the inspector to enter the premises to perform the required inspections. I have read and agree to the above: PRINT NAME: DocuSlgnedby: SIGNATURE: DATE: FX Principle Structure Packet Revised March 2021 DocuSign Envelope ID:3B4E7778-4073-4B1D-9DFA-07EFE4FF80BC Office Use Only Permit#: C.C.- Ob Town of Queensbury Permit Fee:$ �b 742 Bay Road,Queensbury, NY 12804 P:518-761-8256 www.gueensbury.net Invoice#: FUEL BURNING APPLIANCE & - CHIMNEY APPLICATION **ONE APPLICATION PER APPLI "* HE C E- OVE Project Location:Fowler Tax Map ID#: 10 Square MAY 0 6 2021 Room of Install: Living Planned Install Date:ASAP Room TOWN OF QUEENSBURY BUILDING&CODES FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: ❑ Stove Fireplace Insert ❑ Fireplace ❑ Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) ❑ Fireplace,factory built** (**Manufacturer's name: Model #: ) HEAT & GLO DV3732 SOURCE OF HEAT: ❑ Wood ❑ Coal ❑ Pellet Gas CHIMNEY INFORMATION: ❑ Masonry (require plans to be submitted): ❑ block ❑ brick ❑ stone Flue: ❑the steel 6 5/8"size, in inches ❑ Material*: ❑ double-wall ❑ triple-wall ❑ insulated (*Manufacturer's name: Model #: ) Principle Structure Packet Revised March 2021 � f 6' DocuSign Envelope ID:3B4E7778-4073-4B1D-gDFA-07EFE4FF80BC CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Check if all work will be performed by property owner only • Installer/Builder: Workers' Comp documentation must be submitted with this application Contact Name(s): Greg Haworth,Best Fire Hearth & Patio Contractor Trade: Fire Places Mailing Address, C/S/Z: 1760 Central Ave. Albany, NY 12205 Cell Phone: Land Line:(518) 869-9600 Email:ghaworth@bestfire.com Contact Person for any questions regarding this project: Cell Phone: Land Line: Email: ADDITIONAL INFORMATION: 1. Two (2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces & chimneys require plans to be submitted. 4. Twenty-four(24) hour notification is required for inspections. 5. Workers' Comp insurance information is required with this application. Declaration: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions that are part of these requirements and also will allow the inspector to enter the premises to perform the required inspections. I have read and agree to the above: PRINT NAME: Docc Signeddbby: r SIGNATURE: DATE: Principle Structure Packet Revised March 2021 v ' — DocuSign Envelo�ie ID:3134Z7778-4073-4131 D-9DFA-07EFE4FF80BC Office Use Only —wr1z"Mom, ' Permit#: ^d b Town ofQueensbury. Permit Fee:$ lea 742 Bay Road,Queensbury, NY 12804 P:518-761-8256 www.queensbury.net I Invoice#: FUEL BURNING APPLIANCE & CHIMNEY APPLICATION **ONE APPLICATION PER APPLIANCE** Project Location:Fowler Tax Map ID#: r� Square D V�' Room of Install: Loom Planned Install Date:ASAP May 0 6 2021 Ry FUEL BURNING APPLIANCE INFORMATION: TOWN OF 0 &rO BU BUILDING&CDES. TYPE OF DEVICE: ❑ Stove Fireplace Insert ❑ Fireplace ❑ Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) ❑ Fireplace, factory built** (**Manufacturer's name: Model #: ) HEAT & GLO DV3732 SOURCE OF HEAT: ❑ wood ❑ Coal ❑ Pellet Gas CHIMNEY INFORMATION: ❑ Masonry (require plans to be submitted): ❑ block ❑ brick ❑ stone Flue: ❑ tile ®steel 6 5/8"size, in inches ❑ Material*: ❑ double-wall ❑ triple-wall ❑ insulated (*Manufacturer's name: Model #: ) Principle Structure Packet Revised March 2021 DocuSign Enveloge ID:3B4E7778-4073-4B1D-9DFA-07EFE4FF80BC CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Check if all work will be performed by property owner only • Installer/Builder: Workers' Comp documentation must be submitted with this application Contact Name(s): Greg Haworth,Best Fire Hearth & Patio Contractor Trade: Fire Places Mailing Address, C/S/Z: 1760 Central Ave. Albany, NY 12205 Cell Phone: Land Line:(518) 869-9600 E m a i 1:ghaworth@bestfire.corn Contact Person for any questions regarding this project: Cell Phone: Land Line: Email: ADDITIONAL INFORMATION: 1. Two (2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces & chimneys require plans to be submitted. 4. Twenty-four(24) hour notification is required for inspections. z 5. Workers' Comp insurance information is required with this application. Declaration: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions that are part of these requirements and also will allow the inspector to enter the premises to perform the required inspections. I have read and agree to the above: PRINT NAME: DocuSignedby F-------------82 SIGNATURE: DATE: Principle Structure Packet Revised March 2021 DocuSign Envelope l6gB4E7778-4073-4B1 D-9DFA-07EFE4FF80BC Office Use Only Tr�Rll Permit#: (.' 0I621'"02D Town ofQueensbury Permit Fee:$ T%.J 742 Bay Road,Queensbury, NY 12804 P:518-761-8256 www.ciueensbury.net Invoice#: FUEL BURNING APPLIANCE & CHIMNEY APPLICATION **ONE APPLICATION PER APPLIANCE** Project Location:Fowler Tax Map ID#: Square 2 �n Room of Install: Living Planned Install Date:ASAP E D C E a V E Room MAY 0 6 2021 FUEL BURNING APPLIANCE INFORMATION: TOWN OF QUEENSBURY TYPE OF DEVICE: BUILDING& CODES ❑ Stove Fireplace Insert ❑ Fireplace ❑ Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) ❑ Fireplace,factory,built** (**Manufacturer's name: Model #: ) HEAT & GLO DV3732 SOURCE OF HEAT: ❑ Wood ❑ Coal ❑ Pellet Gas CHIMNEY INFORMATION: ❑ Masonry (require plans to be submitted): ❑ block ❑ brick ❑ stone Flue: ❑the ®steel 6 5/8"size, in inches ❑ Material*: ❑ double-wall ❑ triple-wall ❑ insulated (*Manufacturer's name: Model #: ) Principle Structure Packet Revised March 2021 DocuSign Env6lope ID";B4E7778-4073-4B1D-gDFA-07EFE4FF80BC CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Check if all work will be performed by property owner only • Installer/Builder: Workers' Comp documentation must be submitted with this application Contact Name(s): Greg Haworth,Best Fire Hearth & Patio Contractor Trade: Fire Places- Mailing Address, C/S/Z: 1760 Central Ave. Albany, NY 12205 Cell Phone: Land Line:(518) 869-9600 Email:ghaworth@bestfire.com Contact Person for any questions regarding this project: Cell Phone: Land Line: Email: ADDITIONAL INFORMATION: 1. Two (2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces & chimneys require plans to be submitted. 4. Twenty-four (24) hour notification is required for inspections. 5. Workers' Comp insurance information is required with this application. Declaration: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions that are part of these requirements and also will allow the inspector to enter the premises to perform the required inspections. I have read and agree to the above: PRINT NAME: DocuSigned by: F SIGNATURE: DATE: 7 3 3 0482... Principle Structure Packet Revised March 2021 DocuSign Envelope ID:3B4E7r78-4073-4B1D-9DFA-07EFE4FF80BC ' Office Use Only Permit#: CC '0(021 2Z 24) Town of Qucensbury Permit Fee:$ 742 Bay Road, Queensbury, NY 12804 P:518-761-8256 www.gueensbury.net Invoice#: FUEL BURNING APPLIANCE & CHIMNEY APPLICATION **ONE APPLICATION PER APPLIANCE** Project Location:Fowler Tax Map ID #: v Square D Room of Install: Living Planned Install Date:ASAP MAY 0 6 2021 Room TOB N DING&CODE FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: ❑ Stove Fireplace Insert ❑ Fireplace ❑ Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) ❑ Fireplace,factory built** (**Manufacturer's name: Model #: ) HEAT & GLO DV3732 SOURCE OF HEAT: ❑ Wood ❑ Coal ❑ Pellet ®Gas CHIMNEY INFORMATION: ❑ Masonry (require plans to be submitted): ❑ block ❑ brick ❑ stone Flue: ❑the ®steel 6 5/8"size, in inches ❑ Material*: ❑ double-wall ❑ triple-wall ❑ insulated (*Manufacturer's name: Model #: ) Principle Structure Packet Revised March 2021 DocuSign Envelope ID:3B4Ei'778-4073-4B1D-9DFA-07EFE4FF80BC CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Check if all work will be performed by property owner only • Installer/Builder: Workers' Comp documentation must be submitted with this application Contact Name(s): Greg Haworth,Best Fire Hearth & Patio Contractor Trade: Fire Places Mailing Address, C/S/Z: 1760 Central Ave. Albany, NY 12205 Cell Phone: Land Line:(518) 869-9600 Email:ghaworth@bestfire.com Contact Person for any questions regarding this project: Cell Phone: Land Line: Email: ADDITIONAL INFORMATION: 1. Two (2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces & chimneys require plans to be submitted. 4. Twenty-four(24) hour notification is required for inspections. 5. Workers' Comp insurance information is required with this application. Declaration: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions that are part of these requirements and also will allow the inspector to enterthe premises to perform the required inspections. I have read and agree to the above: PRINT NAME: UucuStgnedby: SIGNATURE: 91�4DATE: Principle structure Packet Revised March 2021 D3cuSign Evelope ID:3B4E7778-4073-4B1D-9DFA-07EFE4FF80BC Office Use Only ' Permit#: C 10 21 2-0 ZO Town ofQueensbury Permit Fee:$ 140 742 Bay Road,Queensbury, NY 12804 P:518-761-8256 www.gueensbury.net Invoice#: FUEL BURNING APPLIANCE & CHIMNEY APPLICATION **ONE APPLICATION PER APPLIANCE** Project Location:Fowler Tax Map ID#: Square Room of Install: Living Planned Install Date:ASAP D v Room MAY �6 2021 FUEL BURNING APPLIANCE INFORMATION: TOWN OF BUILOF QJEENSBURY TYPE OF DEVICE: & CODES ❑ Stove Fireplace Insert ❑ Fireplace ❑ Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) ❑ Fireplace, factory built** (**Manufacturer's name: Model #: ) HEAT & GLO DV3732 SOURCE OF HEAT: ❑ Wood ❑ Coal ❑ Pellet Gas CHIMNEY INFORMATION: Masonry (require plans to be submitted): ❑ block ❑ brick ❑ stone Flue: ❑the ®steel 6 5/8"size, in inches ❑ Material*: ❑ double-wall ❑triple-wall ❑ insulated (*Manufacturer's name: Model #: ) Principle Structure Packet Revised March 2021 GocuSign Envelope ID:3B4E7778-4073-4B1D-9DFA-07EFE4FF80BC CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Check if all work will be performed by property owner only • Installer/Builder: Workers' Comp documentation must be submitted with this application Contact Name(s): Greg Haworth,Best Fire Hearth & Patio Contractor Trade: Fire Places Mailing Address, C/S/Z: 1760 Central Ave. Albany, NY 12265 Cell Phone: Land Line:(518) 869-9600 Email:ghaworth@bestfire.com Contact Person for any questions regarding this project: Cell Phone: Land Line: Email: ADDITIONAL INFORMATION: 1. Two (2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces & chimneys require plans to be submitted. 4. Twenty-four(24) hour notification is required for inspections. 5. Workers' Comp insurance information is required with this application. Declaration: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions that are part of these requirements and also will allow the inspector to enter the premises to perform the required inspections. I have read and agree to the above: PRINT NAME: I—DocuSIgned by: SIGNATURE: DATE: Principle Structure Packet Revised March 2021 FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Qtteensbunj, NY 12804 " Houle of Natural Beauty ... A Good Place to Live " ' L N REUl1E ' Fowler Square 721 Bay Road CC-0621-2020 11/6/2020 I have reviewed the submitted drawings for the above project; and offer the following comments: 1) Verify fire extinguisher locations per plan including signage. 2) Locks / latches shall comply with 2020 IFC. 3) Verify Exit & Emergency lighting per plan. 4) Provide specs for generator prior to install. 5) Verify Knox Box locations per plan, including Knox garage door access. 6) Provide elevator specs for both units prior to install. 7) Provide Fire Alarm plans including specs for all devices prior to install. 8) Provide sprinkler plans prior to install. 9) Verify truss ID per plan. 41p, Deputy Fire Marshal Gary K. Stillman 742 Bay Road Queensbury NY 12804 518 761 8205 garys@queensbury.net Fi r e M a r s It a l 's Off i c e - P It o tt e: 518-761-8206 - F a t: 518-745-4437 -fltetrtar-sltal@gtteettsbut-it.ttet s rotomquemsburu.ttet ,/ Ae6COMcheck Software Version 4.1.4.2 Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Location: . Lake George, New York 1 Climate Zone: 6a FILE COPY Project Type: New Construction Vertical Glazing/Wall Area: 15% 28919427 CC 06212020. Construction site: owner/Agent: Fowler 811701ey3OSe{t j ACguulsltlOils . , 719 Bay Rd- Bldg 2 Additional Efficiency Package(s) New Mixed Use DRAINER k 7 Enhanced Interior Lighting Controls Building Area Floor Area 1-Multifamily:Unspecified 117081 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Roof 1:Insulation Entirely Above Deck,[Bldg.Use 1-Multifamily] 37280 -- 30.0 0.032 0.032 Roof 2:Attic Roof with Wood Joists,[Bldg.Use 1 -Multifamily] 1630 38.0 0.0 0.027 0.021 Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft.,[Bldg.Use 1 - 1463 — 10.0 0.480 0.540 Multifamily](c) NORTH Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1-Multifamily] 5389 21.0 6.6 0.042 0.051 Window 1:Vinyl/Fiberglass Frame:Fixed,Perf.Specs.:Product ID 259 — -- 0.300 0.360 Window,SHGC 0.28,[Bldg.Use 1 =Multifamily](b) Door 5:Glass(>50%glazing):Nonmetal Frame,Entrance Door,Perf. 224 -- -- 0.300 0.770 Specs.:Product ID Patio Door,SHGC 0.28,[Bldg.Use 1- Multifamily](b) Exterior Wall 5:Steel-Framed,16"o.c.,[Bldg.Use 1-Multifamily] 3167 21.0 3.3 0.078 0.064 Window 5:Metal Frame:Fixed,Perf.Specs.:Product ID Storefront, 1044 — -- 0.350 0.360 SHGC 0.35,[Bldg.Use 1 -Multifamily](b) Exterior Wall 9:Solid Concrete:6"Thickness,Normal Density,Furring: 78 — 3.3 0.201 0.080 None,[Bldg.Use 1-Multifamily] EAST. Exterior Wall 3:Wood-Framed,16"o.c.,[Bldg.Use 1-Multifamily] 11457 21.0 6.6 0.042 0.051 Window 3:Vinyl/Fiberglass Frame:Fixed,Perf.Specs.:Product ID 627 — -- 0.300 0.360 Window,SHGC 0.28,[Bldg.Use 1 -Multifamily](b) Door 1:Glass(>50%glazing):Nonmetal Frame,Non-Entrance Door, 976 — -- 0.300 0.430 Perf.Specs.:Product ID Patio Door,SHGC 0.28,[Bldg.Use 1 - Multifamily](b) Exterior Wall 7:Steel-Framed,16"o.c.,[Bldg.Use.1-Multifamily] 6237 21.0 3.3 0.078 0.064 Window 7:Metal Frame:Fixed,Perf.Specs.:Product ID Storefront, 1370 — -- 0.350, 0.360 SHGC 0.35,[Bldg.Use 1-Multifamily](b) Project Title: Report date: 10/21/20 Data filename: G:\01 Active Projects\Fowler Square\3.0 Text\3.6 Codes\Fowler Square Mixed Use Com Check.c Page 1 of 11 % Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor FactoR8) Perimeter Exterior Wall 11:Solid Concrete:6"Thickness,Normal Density,Furring: 662 -- 3.3 0.201 0.080 None,[Bldg.Use 1-Multifamily] SOUTH Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1-Multifamily] 5389 21.0 6.6 0.042 0.051 Window 2:VinyUFiberglass Frame:Fixed,Perf.Specs.:Product ID 259 — -- 0.300 0.360 Window,SHGC 0.28,[Bldg.Use 1 -Multifamily](b) Door 6:Glass(>50%glazing):Nonmetal Frame,Entrance Door,Perf. 224 -- -- 0.300 0.770 Specs.:Product ID Patio Door,SHGC 0.25,[Bldg.Use 1- Multifamily](b) Exterior Wall 6:Steel-Framed, 16"o.c.,[Bldg.Use 1 -Multifamily] 3034 21.0 3.3 0.078 0.064 Window 6:Metal Frame:Fixed,Perf.Specs.:Product ID Storefront, 414 -- -- 0.350 0.360 SHGC 0.35,[Bldg.Use 1 -Multifamily](b) Door 4:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Multifamily] 160 -- -- 0.054 0.179 Exterior Wall 10:Solid Concrete:6"Thickness,Normal Density,Furring: 211 -- 3.3 0.201 0.080 None,[Bldg.Use 1-Multifamily] WEST Exterior Wall 4:Wood-Framed,16"o.c.,[Bldg.Use 1-Multifamily] 11527 21.0 6.6 0.042 0.051 Window 4:Vinyl/Fiberglass Frame:Fixed,Perf.Specs.:Product ID 825 — -- 0.300 0.360 Window,SHGC 0.28,[Bldg.Use 1-Multifamily](b) Door 2:Glass(>50%glazing):Nonmetal Frame,Non-Entrance Door, 560 — -- 0.300 0.430 Perf.Specs.:Product ID Patio Door,SHGC 0.28,[Bldg.Use 1 - Multifamily](b) Exterior Wall 8:Steel-Framed,16"o.c.,[Bldg.Use 1-Multifamily] 6491 21.0 3.3 0.078 0.064 Window 8:Metal Frame:Fixed,Perf.Specs.:Product ID Storefront, 1144 — -- 0.350 0.360 SHGC 0.35,[Bldg.Use 1-Multifamily](b) Door 3:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Multifamily] 160 -- -- 0.054 0.179 Exterior Wall 12:Solid Concrete:6"Thickness,Normal Density,Furring: 450 -- 3.3 0.201 0.080 None,[Bldg.Use 1-Multifamily] (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope PASSES: Design 7% better than code Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Versio. 4.1.4.2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. 72020t; BAA+t%b N4SSltlttvat...- /V 23�ZCaZ a Name-T e ignature Dat BRED AR ����� HN 41.yd` i 41 I) 33 1> -r°• 03 5g1yo(f °F NE`N Project Title: Report date: 10/21/20 Data filename: G:\01 Active Projects\Fowler Square\3.0 Text\3.6 Codes\Fowler Square Mixed Use Corn Check.a Page 2 of 11 • COMcheck Software Version 4.1.4.2 (Pist(i Inspection Checklist Energy Code:-2018 IECC Requirements: 0.0%were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plan Review Complies? Comments/Assumptions &Req.ID C103.2 `Plans and/or specifications provide all ❑Complies [PR1]1 :information with which compliance ODoes Not ,can be determined for the building {envelope and document where ONot Observable exceptions to the standard are ONot Applicable :claimed. C402.4.1 'The vertical fenestration area <=30 ❑Complies [PR10]1 'percent of the gross above-grade wall ODoes Not area. ONot Observable ❑Not Applicable C402.4.1 `The skylight area<=3 percent of the ❑Complies [PR11]1 !gross roof area. ODoes Not ONot Observable ONot Applicable C406 ;Plans specifications,and/or ❑Complies [PR9]1 (calculations provide all information ODoes Not !with which compliance can be :determined for the additional energy ONot Observable :efficiency package options. ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier.1)- 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 10/21/20 Data filename: G:\01 Active Projects\Fowler Square\3.0 Text\3.6 Codes\Fowler Square Mixed Use Corn Check.a Page 3 of 11 Section Footing/Foundation Inspection Complies? Comments/Assumptions & Req.ID C303.2 Slab edge insulation installed per ❑Complies [F0412 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C303.2.1 ;Exterior insulation protected against OComplies [F06]1 damage,sunlight, moisture,wind, ❑Does Not (landscaping and equipment 'maintenance activities. ❑Not servable ❑Not ApplicableOb ; C105 Installed slab-on-grade insulation type ❑Complies See the Envelope Assemblies table for values. [F03]2 and R-value consistent with insulation ODoes Not specifications reported in plans and COMcheck reports. ❑Not Observable ❑Not Applicable C402.2.4 t Slab edge insulation depth/length. ❑Complies See the Envelope Assemblies table for values. [F07]2 Slab insulation extending away from ❑Does Not building is covered by pavement or ❑Not Observable >=10 inches of soil. ❑Not Applicable. - C402.2.6 S Radiant heating systems panels ❑Complies See the Envelope Assemblies table for values. [F012]3 S insulated to>=R-3.5 on face opposite ❑Does Not space being heated. :Not Observable ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier1). 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 10/21/20 Data filename: G:\01 Active Projects\Fowler Square\3.0 Text\3:6 Codes\Fowler Square Mixed Use Com Check.c Page 4 of 11 • Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3 Fenestration products rated in DComplies [FR12]2 accordance with NFRC. ODoes Not ['Not Observable O Not Applicable C303.1.3 Fenestration products are certified as ❑Complies [FR13]1 to performance labels or certificates ODoes Not provided. ONot Observable ❑Not Applicable C402.4.3 'Vertical fenestration SHGC value. DComplies See the Envelope Assemblies table for values. [FR10]1 E UDoes Not :Not Observable O Not Applicable C402.4.3, 'Vertical fenestration U-Factor. DComplies See the Envelope Assemblies table for values. C402.4.3. E ❑Does Not 4 [FR8]1 ONot Observable ❑Not Applicable C402.4.4 1 U-factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values. [FR14J2 )with the building thermal envelope ❑Does Not meets requirements. DNot Observable ONot Applicable. C402.5.1. 'The building envelope contains a DComplies 2.1 j continuous air barrier that is sealed in ODoes Not [FR19]1 i an approved manner and material 'permeability<=0.004 dfm/ft2.Air ONot Observable barrier penetrations are sealed in an ONot Applicable approved manner. C402.5.2, Factory-built fenestration and doors ❑Complies C402.5.4 tare labeled as meeting air leakage ❑Does Not [FR18]3 ;requirements. ONot Observable O Not Applicable C402.5.7 'Vestibules are installed on all building DComplies [FR17]3 entrances. Doors have self-closing ODoes Not devices. ONot Observable ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier.1) 2 Medium Impact(Tier 2). . 3 Low Impact(Tier 3) Project Title: Report date: 10/21/20 Data filename: G:\01 Active Projects\Fowler Square\3.0 Text\3.6 Codes\Fowler Square Mixed Use Corn Check.c Page 5 of 11 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.5.5, Stair and elevator shaft vents have ❑Complies C403.2.4. ;motorized dampers that automatically Oboes Not 3 close.Refemece section C403.7.7 for [MEW operational details. ❑Not Observable ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1). 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 10/21/20 Data filename: G:\01 Active Projects\Fowler Square\3.0 Text\3:6 Codes\Fowler Square Mixed Use Corn Check.a Page 6 of 11 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.6 Low-voltage dry-type distribution OComplies [EL26]2 l electric transformers meet the Oboes Not ;minimum efficiency requirements of Table C405.6. ONot Observable ❑Not Applicable C405.7 i Electric motors meet the minimum ❑Complies [EL27]2 efficiency requirements of Tables ODoes Not i C405.7(1)through C405.7(4). Efficiency verified through certification ONot Observable under an approved certification ONot Applicable program or the equipment efficiency i ratings shall be provided by motor manufacturer(where certification programs do not exist). C405.8.2, )Escalators and moving walks comply ❑Complies C405.8.2. Iwith ASME A17.1/CSA B44 and have ❑Does Not 1 lautomatic controls configured to [EL28]2 I reduce speed to the minimum ONot Observable 'permitted speed in accordance with ONot Applicable ASME A17.1/CSA.B44 or applicable local code when not conveying I passengers. t C405.9 Total voltage drop across the ❑Complies [EL29]2 i combination of feeders and branch ❑Does Not circuits<=5%. ONot Observable ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1). 2 Medium Impact(Tier 2), 3 Low Impact(Tier 3) Project Title: Report date: 10/21/20 Data filename: G:\01 Active Projects\Fowler Square\3.0 Text\3:6 Codes\Fowler Square Mixed Use Com Check.c Page 7 of 11 Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID C303.1 ;Roof insulation installed per DComplies [IN3]1 ;manufacturer's instructions.Blown or ❑Does Not poured loose-fill insulation is installed ONot Observable ;only where the roof slope.is<=3 in E 12 ❑Not Applicable • C402.2.1 ;Insulation installed on a suspended DComplies [IN20]1 {ceiling having ceiling tiles is not being ODoes Not ;specified for roor/ceiling assemblies. ;Continuous insulation board installed ONot Observable 'in 2 or more layers with edge joints ONot Applicable offset between layers. C303.1 ;Building envelope insulation is labeled ❑Complies [IN10]z with R-value or insulation certificate ODoes Not providing R-value and other relevant data. ONot Observable ONot Applicable C303.2 ;Above-grade wall insulation installed DComplies [IN7]1 !per manufacturer's instructions. ❑Does Not l DNot Observable ONot Applicable C303.2.1 !Exterior insulation is protected from ❑Complies [IN14]2 damage with a protective material. ODoes Not ;Verification for exposed foundation ;insulation may need to occur during ['Not Observable ;Foundation Inspection. ONot Applicable C402.1.3 'Non-swinging opaque doors have R- '❑Complies [1N19.]3 14.75 insulation. ODoes Not ONot Observable ONot Applicable C105 ;Installed above-grade wall insulation DComplies See the Envelope Assemblies table for values. [IN6]1 ;.type and R-value consistent with ODoes Not ;insulation specifications reported in ;plans and COMcheck reports. ❑Not Observable ONot Applicable C402.2.3 'Installed floor insulation type and R- ❑Complies See the Envelope Assemblies table for values. [IN8]2 value consistent with insulation ODoes Not ,specifications reported in plans and COMcheck reports. ❑Not Observable ONot Applicable C402.2.6 ;.Radiant panels and associated DComplies [IN18]3 icomponents,designed for heat ODoes Not ;transfer from the panel surfaces to the Not Observable !occupants or indoor space are i insulated with a minimum of R-3.5. ❑Not Applicable C105 ;Installed roof insulation type and R- ❑Complies See the Envelope Assemblies table for values. [IN2]1 ;value consistent with insulation ODoes Not (specifications reported in plans and `COMcheck reports. For some ceiling ❑Not Observable !systems,verification may need to ONot Applicable ;occur during Framing Inspection. C402.5.1. ;All sources of air leakage in the DComplies 1 lbuilding thermal envelope are sealed, DDoes Not [IN1]1 ;caulked,gasketed,weather stripped ;or wrapped with moisture vapor- ❑Not Observable permeable wrapping material to;permeable Applicable ;minimize air leakage. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 10/21/20 Data filename: G:\01 Active Projects\Fowler Square\3.0 Text\3.6 Codes\Fowler Square Mixed Use Corn Check.c Page 8 of 11 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 10/21/20 Data filename: G:\01 Active Projects\Fowler Square\3.0 Textt\3.6 Codes\Fowler Square Mixed Use Corn Check.° Page 9 of 11 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C402.5.6 Weatherseals installed on all loading DComplies [FI37]1 Idock cargo door openings and provide ODoes Not direct contact along the top and sides 'of vehicles parked in the doorway. ❑Not Observable ❑Not Applicable C402.5.6 Weatherseals installed on all loading DComplies [FI37]1 dock cargo door openings and provide ODoes Not (direct contact along the top and sides of vehicles parked in the doorway. :Not Observable ONot Applicable C402.5.6 Weatherseals installed on all loading DComplies [FI37]1 `dock cargo door openings and provide ODoes Not !direct contact along the top and sides (]Not Observable of vehicles parked in the doorway. ONot Applicable C402.5.6 Weatherseals installed on all loading DComplies [FI37]1 dock cargo door openings and provide ODoes Not direct contact along the top and sides "of vehicles parked in the doorway. ['Not Observable ONot Applicable C402.5.8 Recessed luminaires in thermal DComplies [FI26]3 envelope to limit infiltration and be IC ODoes Not. rated and labeled.Seal between ['Not Observable ,interior finish and luminaire housing. ONot Applicable C406.4 'Enhanced digital lighting controls DComplies [FI54]1 lefficiency package: Interior lighting ODoes Not 'has following enhanced lighting 'controls in accordance with Section :Not Observable C405.2.2: Luminaires capable of ONot Applicable continuous dimming and being 'addressed individually, <= 8 I luminaires controlled in combination I in a daylight zone,digital control 'system for fixtures,"Sequence of Operations"documentation,and functional testing per Section C408. C408.1.1 'Building operations and maintenance ❑Complies [FI57]1 documents will be provided to the ODoes Not 'owner. Documents will cover manufacturers' information, ONot Observable ispecifications,programming ONot Applicable 'procedures and means of illustrating to owner how building,equipment and systems are intended to be installed, 'maintained,and operated. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 10/21/20 Data filename: G:\01 Active Projects\Fowler Square\3.0 Text\3.6 Codes\Fowler Square Mixed Use Corn Check.a Page 10 of 11 Project Title: Report date: 10/21/20 Data filename: G:\01 Active Projects\Fowler Square\3.0 Text\3.6 Codes\Fowler Square Mixed Use Corn Check.° Page 11 of 11 ':i COMcheck Software Version COMeheckWeb , k Interior Lighting Compliance Certificate pFNEw T fS f' Project Information �,,P.G\\R. � io��. Energy Code: 2018 IECC - .r' 4,n -� \ I, Project Title: Fowler Square `,'••. ! Project Type: New Construction �y Construction Site: Owner/Agent: A °6I 815 4b?-g�ner/Contractor: 9-OFfssioNP*'. Additional Efficiency Package(s) Dedicated Outdoor Air System Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed (ft2) Watts /ft2' Watts 1-72 Apartments (Dormitory:Living Quarters) 77610 0.54 41909 2-weight room and aerobics (Gymnasium/Fitness Center:Exercise Area) 2000 0.50 1000 3-Commercial (Retail:Sales Area) 4800 1.22 5856 4-Rental office (Common Space Types:Office-Open Plan) 950 0.81 770 5-Parking Garage(Parking Garage:Garage Area) 20444 0.14 2862 6-Club House (Gymnasium/Fitness Center:Exercise Area) 3150 0.50 1575 7-Corridors, etc (Common Space Types:Corridor/Transition <8 ft wide) 8400 0.66 5544 Total Allowed Watts= 59516 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp /Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. 1-72 Apartments (Dormitory:Living Quarters) LED Strip Light: LP 1: LED A Lamp 2.5W: 1 16 18 288 LED Decorative Pendant: LP2: LED A Lamp 2.5W: 1 14 30 420 LED Decorative Pendant: LP3: LED A Lamp 2.5W: 1 58 30 1740 LED Small Decorative Pendant: LP 4: LED A Lamp 2.5W: 1 144 9 1296 LED Ceiling Fan: CF: LED A Lamp 2.5W: 1 92 18 1656 LED Recessed Downlight: LR5: LED A Lamp 2.5W: 1 1000 9 9000 LED Recessed Downlight: LR5: LED A Lamp 2.5W: 1 64 9 576 LED Exterior Sconce: LS1: LED A Lamp 2.5W: 1 52 40 2080 LED Flushmount Ceiling Fixture: LS2: LED A Lamp 2.5W: 1 134 15 2010 LED Vanity Sconce: LS5: LED A Lamp 2.5W: 1 106 22 2332 ' 2-weight room and aerobics (Gymnasium/Fitriess Center:Exercise Area) LED Recessed 2x2 Troffer: LR3: LED Panel 19W: 1 4 26 104 LED Recessed 2x4 Troffer: LR2: LED Panel 19W: 1 21 32 672 3-Commercial (Retail:Sales Area) LED Recessed 2x4 Troffer: LR 2: LED Panel 19W: 1 50 32 1600 4-Rental office (Common Space Types:Office - Open Plan) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 1 of 25 r A B C D E Fixture ID : Description / Lamp /Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. LED Recessed 2x4 Troffer: LR2: LED Panel 19W: 1 8 32 256 LED Recessed 2x2 Troffer: LR3: LED Panel 19W: 1 13 26 338 5-Parking Garage (Parking Garage:Garage Area) LED Recessed 2x4 Fixture: LR 7: LED Panel 19W: 1 108 32 3456 6-Club House (Gymnasium/Fitness Center:Exercise Area) LED Recessed 2x4 Troffer: LR 2: LED Panel 19W: 1 1 32 32 LED Recessed 2x2 Troffer: LR3: LED Panel 19W: 1 58 26 1508 LED Recessed Downlight: LR4: LED Panel 19W: 1 7 17 119 LED Recessed 2x2 Troffer: LR6: LED Panel 19W: 1 5 26 130 7-Corridors. etc (Common Space Types:Corridor/Transition <8 ft wide) LED Recessed 2x4 Troffer: LR1: LED Panel 19W: 1 10 32 320 LED Recessed 2x4 Troffer: LR2: LED Panel 19W: 1 3 32 96 LED Recessed 2x2 Troffer: LR3: LED Panel 19W: 1 6 26 156 LED Recessed LED Downlight: LR4: LED Panel 19W: 1 8 17 136 LED Strip Light: LP1: LED Panel 19W: 1 9 18 162 LED Strip Light: LS 4: LED Panel 19W: 1 9 18 162 Total Proposed Watts= 30645 Interior Lighting PASSES Design049%a better ttI anecode. ' . ..:; ;} K ° Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. n I 4 . Cvt2C(1S Do \L{s-y P E A -1.c;�,b5z, Wd Q A 10-Z.3 —Ze'Z0 Name Title 1�P--ES tt L_�� Signature Date , OF Ni,i/ .sr GIRT IS... , 0.til `:i ?' Q: it 14, c(`0o 061815 ��CI 49OFESS I00" Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 2 of 25 COMcheck Software Version COMcheckWeb Exterior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Fowler Square Project Type: New Construction Exterior Lighting Zone 2 (Residentially zoned area) Construction Site: Owner/Agent: Designer/Contractor: Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Wattage (B X C) Surface Parking (Parking area) 185257 ft2 0.04 Yes 7410 Total Tradable Watts (a) = 7410 Total Allowed Watts= 7410 Total Allowed Supplemental Watts (b) = 400 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp/Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. Surface Parking (Parking area. 185257 ft2):Tradable Wattage LED S1 T2M: S1 T2M: 18' POLE: LED Roadway-Parking Unit 42W: 1 12 92 1104 LED S1 T5S: S1 T5S: 18' POLE: LED Roadway-Parking Unit 42W: 1 12 92 1104 LED B1: B1: BOLLARD: LED Roadway-Parking Unit 42W: 1 11 20 220 LED BUILDING MOUNTED: LS1: WALL PACK: LED Other Fixture Unit 6.5W: 1 39 40 1560 Total Tradable Proposed Watts = 3988 Exxterior Lighting?ASSES Design 49%better..ttnap code p ac;„ ; S , m,. Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Chec list. 4 . �ve.-is Cu‘usE- l F , I I C Li Lo -Z.; -2oza Name-Title 1'cL 1.6€k- ign. OF N�. Date �,<P�G RT I S pi, )-6 s `Q,o �61 81 c3 c'�\ �OFESSIoNP� Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 3 of 25 CONicheck Software Version COMcheckWeb ..a Mechanical Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Fowler Square Location: Glens Falls, New York Climate Zone: 6a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Additional Efficiency Package(s) Dedicated Outdoor Air System Mechanical Systems List QuantitySystem Type & Description 32 HVAC System FRN 1 (Single Zone): Heating: 1 each-Central Furnace, Gas, Capacity= 60 kBtu/h Proposed Efficiency= 95.00% Et, Required Efficiency: 80.00% Et or 80%AFUE Cooling: 1 each-Split System, Capacity= 36 kBtu/h,Air-Cooled Condenser, No Economizer, Economizer exception: None Proposed Efficiency= 16.00 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 1--Compliance (Brake HP method) : Passes Fans: FAN 2 Supply, Constant Volume, 1064 CFM, 0.5 motor nameplate hp, 0.3 design brake hp (0.3 max. BHP), 0.0 fan efficiency grade FAN 1 Supply, Constant Volume, 1000 CFM, 0.5 motor nameplate hp, 0.4 design brake hp (0.4 max. BHP), 0.0 fan efficiency grade SYSTEM COMPLIANCE FAILS: Economizer requirements have not been met. Total proposed cooling capacity without economizer(2352 kBtu/h) must be <=Total allowable cooling capacity without economizer(578.4 kBtu/h) 40 HVAC System FRN 2 (Single Zone): Heating: 1 each-Central Furnace, Gas, Capacity = 40 kBtu/h Proposed Efficiency = 96.00% Et, Required Efficiency: 80.00 % Et or 80%AFUE Cooling: 1 each-Split System, Capacity= 30 kBtu/h,Air-Cooled Condenser, No Economizer, Economizer exception: None Proposed Efficiency = 16.00 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 2--Compliance (Motor nameplate HP method) : Passes Fans: FAN 2 Supply, Constant Volume, 1065 CFM, 0.5 motor nameplate hp, 0.0 fan efficiency grade SYSTEM COMPLIANCE FAILS: Economizer requirements have not been met. Total proposed cooling capacity without economizer(2352 kBtu/h) must be <=Total allowable cooling capacity without economizer(578.4 kBtu/h) 1 HVAC System RTU 1 (Single Zone): Heating: 1 each-Central Furnace, Gas, Capacity = 83 kBtu/h Proposed Efficiency= 82.00% Et, Required Efficiency: 80.00% Et or 80%AFUE Cooling: 1 each-Single Package DX Unit, Capacity= 60 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency= 16.00 SEER, Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 3--Compliance (Motor nameplate HP method) : Passes Fans: FAN 3 Supply, Constant Volume, 2000 CFM, 2.0 motor nameplate hp, 0.0 fan efficiency grade 1 HVAC System RTU 2 (Single Zone): Heating: 1 each-Central Furnace, Gas, Capacity = 85 kBtu/h Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 4 of 25 QuantitySystem Type & Description Proposed Efficiency= 82.00% Et, Required Efficiency: 80,00 % Et or 80%AFUE Cooling: 1 each-Single Package DX Unit, Capacity= 60 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency= 16.00 SEER, Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 3 --Compliance(Motor nameplate HP method) : Passes Fans: FAN 3 Supply, Constant Volume, 2000 CFM, 2.0 motor nameplate hp, 0.0 fan efficiency grade 1 HVAC System RTU 3 (Single Zone): Heating: 1 each-Central Furnace, Gas, Capacity= 79 kBtu/h Proposed Efficiency= 82.00% Et, Required Efficiency: 80.00% Et or 80%AFUE Cooling: 1 each-Single Package DX Unit, Capacity= 60 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency= 16.00 SEER, Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 4--Compliance (Motor nameplate HP method) : Passes Fans: FAN 4 Supply, Constant Volume, 2500 CFM, 3.0 motor nameplate hp, 0.0 fan efficiency grade 1 HVAC System RTU 4A(Single Zone): Heating: 1 each-Central Furnace, Gas, Capacity = 51 kBtu/h Proposed Efficiency= 82.00% Et, Required Efficiency: 80.00% Et or 80%AFUE Cooling: 1 each-Single Package DX Unit, Capacity= 60 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed/Efficiency= 16.00 SEER, Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 3--Compliance (Motor nameplate HP method) : Passes Fans: FAN 3 Supply, Constant Volume, 2000 CFM, 2.0 motor nameplate hp, 0.0 fan efficiency grade 1 HVAC System RTU 4B (Single Zone): Heating: 1 each-Central Furnace, Gas, Capacity= 92 kBtu/h Proposed Efficiency= 82.00% Et, Required Efficiency: 80.00%Et or 80%AFUE Cooling: 1 each-Single Package DX Unit, Capacity= 60 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency= 16.00 SEER, Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 4--Compliance(Motor nameplate HP method) : Passes Fans: FAN 4 Supply, Constant Volume, 2500 CFM, 3.0 motor nameplate hp, 0.0 fan efficiency grade 1 HVAC System RTU 5 (Single,Zone): Heating: 1 each-Central Furnace, Gas, Capacity= 88 kBtu/h Proposed Efficiency= 81.00% Et, Required Efficiency: 80.00%Et or 80%AFUE Cooling: 1 each-Single Package DX Unit, Capacity= 60 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency= 16.00 SEER, Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 3--Compliance (Motor nameplate HP method) : Passes Fans: FAN 3 Supply, Constant Volume, 2000 CFM, 2.0 motor nameplate hp, 0.0 fan efficiency grade 1 DOAS 1 (Single Zone): Heating: 1 each-Central Furnace, Gas, Capacity= 240 kBtu/h Proposed Efficiency= 81.00% Et, Required Efficiency: 80.00% Et Cooling: 1 each-Single Package DX Unit, Capacity = 90 kBtu/h,Air-Cooled Condenser, No Economizer, Economizer exception: Heat Recovery System Proposed Efficiency= 12.50 EER, Required Efficiency: 11.00 EER + 12.6 IEER Fan System: FAN SYSTEM 3 --Compliance(Motor nameplate HP method) : Passes Fans: FAN 3 Supply, Constant Volume, 2000 CFM, 2.0 motor nameplate hp, 0.0 fan efficiency grade 1 DOAS 2 (Single Zone): Heating: 1 each-Central Furnace, Gas, Capacity = 240 kBtu/h Proposed Efficiency = 81.00% Et, Required Efficiency: 80.00 %Et Cooling: 1 each-Single Package DX Unit, Capacity= 90 kBtu/h, Air-Cooled Condenser, No Economizer, Economizer exception: Heat Recovery System Proposed Efficiency= 12.50 EER, Required Efficiency: 11.00 EER + 12.6 IEER Fan System: FAN SYSTEM 3--Compliance (Motor nameplate HP method) : Passes Fans: FAN 3 Supply, Constant Volume, 2000 CFM, 2.0 motor nameplate hp, 0.0 fan efficiency grade Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 5 of 25 Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building-plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checkli p� ' Name Title ,12�`© Signature Date of NEiv �4,- GIRT IS yy 1.- s OFFS S I OP'\- Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 6 of 25 COMeheck Software Version C® eheekWeb q Inspection Checklist -,t Energy Code: 2018 IECC Requirements: 98.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? " Comments/Assumptions & Req:ID', i C103.2 ;Plans, specifications, and/or ❑Complies Requirement will be met. [PR2]1 ;calculations provide all information ❑Does Not with which compliance can be Location on plans/spec: MO.0 AND M6.1 determined for the mechanical Not Observable ;systems and equipment and ❑Not Applicable ;document where exceptions to the ;standard are claimed. Load • calculations per acceptable engineering standards and ;handbooks. C103.2 ;Plans,specifications, and/or ❑Complies Requirement will be met. [PR4]1 calculations provide all information ❑Does Not ;with which compliance can be Location on plans/spec: E0.0 ;determined for the interior lighting Not Observable :and electrical systems and equipment ❑Not Applicable and document where exceptions to ;the standard are claimed. Information provided should include interior ;lighting power calculations, wattage of ;bulbs and ballasts,transformers and control devices. C103.2 ;Plans,specifications,and/or ❑Complies Requirement will be met. [PR8]1 calculations provide all information ❑Does Not ;with which compliance can be Location on plans/spec: E0.0 determined for the exterior lighting ['Not Observable land electrical systems and equipment ❑Not Applicable and document where exceptions to ;the standard are claimed."Information provided should include exterior lighting power calculations, wattage of ;bulbs and ballasts,transformers and !control devices. C406 ;Plans,specifications, and/or ;❑Complies ;Requirement will be met. [PR9]1 !calculations provide all information ❑Does Not with which compliance can be ❑Not Observable Location on plans/spec: M6.1 ;determined for the additional energy efficiency package options. ❑Not Applicable Additional Comments/Assumptions: �1 'High Impact(Tier 1) 1 2 Medium Impact(Tier 2) ; 3 'Low Impact(Tier 3) Project Title: Fowler Square - Report date: 10/22/20 Data filename: Page 7 of 25 Section I I Footing/Foundation Inspection Complies? Comments/Assumptions & RegID C403 12 2;Snow/ice melting system and freeze ❑Complies Exception: Requirement does not apply. protection systems have sensors and ❑Does Not C403 12 3;controls configured to limit service for [FO9]3 .pavement temperature and outdoor ❑Not Observable !temperature.future connection to ❑Not Applicable controls. Additional Comments/Assumptions: 1 ;High Impact(Tier 1) ;_21 Medium Impact(Tier 2) ' 3 'Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 8 of 25 Section #. I Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req ID.! �_ _._ C404.5, ;Heated water supply piping conforms ;❑Complies Exception: Requirement does not apply. C404.5.1, ;to pipe length and volume ❑Does Not • C404.5.2 requirements. Refer to section details. [PL6]3 ❑Not Observable ❑Not Applicable C404.5; Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, ;to pipe length and volume ❑Does Not • C404.5.2 requirements. Refer to section details. ; Not Observable , [PL6]3 ❑ ❑Not Applicable C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, ;to pipe length and volume ❑Does Not C404.5.2 'requirements. Refer to section details. : [PL6]3 ❑Not Observable ❑Not Applicable C404.5, . Heated water supply piping conforms ❑Complies 'Exception: Requirement does not apply. C404.5.1, '3to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. [PL6]3"_ ['Not Observable _ ❑Not Applicable C404.5, Heated water supply piping conforms ;❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. • [PL6]3' ; [Not Observable ❑Not Applicable C404.5, Heated water supply piping conforms "❑Complies ,Exception: Requirement does not apply. 'C404.5.1, :to pipe length and volume ❑Does Not C404.5.-2 requirements, Refer to section details. [PL6]3 ❑Not Observable ❑Not Applicable ......_:............ .. C404,5 Heated water supply piping conforms slElComplies Exception: Requirement does not apply. C404.5.1, ;to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. [PL6]3 ENot Observable' ❑Not Applicable • C404.5, ;Heated water supply piping conforms ;❑Complies •Exception: Requirement does not apply. C404.5.1, Ito pipe length and volume 1111Does Not C404.5.2 requirements. Refer to section details. [PL6]3 ❑Not Observable - ❑Not Applicable C404.5, Heated water supply piping conforms ;❑Complies Requirement will be met. C404.5.1, :to pipe length and volume ❑Does Not C404.5.2 i requirements. Refer to section details. Location on plans/spec: P0.0 [PL6]3 ENot Observable ❑Not Applicable C404.5, Heated water supply piping conforms ❑Complies .Exception: Requirement does not apply. C404.5.1, Ito pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. [PL6]3 [Not Observable ❑Not Applicable C404 6 3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3" ;heater and storage tank have controls ❑Does Not ,that limit operation from startup to <= 5 minutes after end of heating Not Observable cycle. Observable,__, Applicable 1 High Impact(Tier 1) i 2 Medium Impact(Tier 2) i`;3-I Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 49 of 25 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.6.3 Pumps that circulate water between a ;❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls EDoes Not • ;that limit operation from startup to • <= 5 minutes after end of heating ❑Not Observable cycle. ❑Not Applicable C404.6.3 'Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls :❑Does Not ;that limit operation from startup to ['Not Observable <= 5 minutes after end of heating •c ycle. ❑Not Applicable C404.6.3 Pumps that circulate water between a EComplies Exception: Requirement does not apply. [PL7]3 !heater and storage tank have controls ❑Does Not • ;that limit operation from startup to <= 5 minutes after end of heating ENot Observable cycle. ❑Not Applicable C404.6.3 „Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 .. • :heater and storage tank have controls EDoes Not :that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable {cycle. !❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies ;Exception: Requirement does not apply. [PL7]3 !heater and storage tank have controls •❑Does Not • ;that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable •cycle. ❑Not Applicable C404.6.3 Pumps that circulate water between a sEComplies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls '❑Does Not ;that limit operation from startup to • <= 5 minutes after end of heating ❑Not Observable 3 cycle. ❑Not Applicable C404.6.3 Pumps that circulate water between a EComplies Exception: Requirement does not apply. [PL7]3 !heater and storage tank have controls :0Does Not ;that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable' cycle. ;❑Not Applicable • C404 6 3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls •❑Does Not • ;that limit operation from startup to <= 5 minutes after end of heating Not Observable •cycle. ❑Not Applicable C404 6 3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls •EDoes Not • !that limit operation from startup to <= 5 minutes after end of heating ['Not Observable • j cycle. ❑Not Applicable • C404.7 ., Demand recirculation water systems EComplies ;Exception: Requirement does not apply. [PL8]3, ':have controls that start the pump ;❑Does Not ;upon receiving a signal from the • ',action of a user of a fixture or ❑Not Observable appliance and limits the temperature '❑Not Applicable of the water entering the cold-water piping to 104°F. C404.7 - Demand recirculation water systems EComplies Exception: Requirement does not apply. [PL8]3 • have controls that start the pump ❑Does Not • ;upon receiving a signal from the action of a user of a fixture or Not Observable •appliance and limits the temperature ❑Not Applicable of the water entering the cold-water piping to 104°F. 1 !High Impact(Tier 1) 12 1Medium Impact(Tier 2) ''3 Low Impact(Tier 3) • Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 10 of 25 Section # Plumbing Rough-In Inspection .Complies? Comments/Assumptions C404.7 Demand recirculation water systems ;❑Complies ;Exception: Requirement does not apply. [PL8]3 have controls that start the pump ❑Does Not upon receiving a signal from the action of a user of a fixture or ❑Not Observable appliance and limits the temperature ❑Not Applicable of the water entering the cold-water piping to 104°F. C404.7 Demand recirculation water systems ❑Complies Exception: Requirement does not apply. [PL8]3 have controls that start the pump ❑Does Not ;upon receiving a signal from the action of a user of a fixture or ❑Not Observable appliance and limits the temperature ❑Not Applicable of the water entering the cold-water piping to 104°F. C404.7 'Demand recirculation water systems ❑Complies Exception: Requirement does not apply. [PL8]3 have controls that start the pump ❑Does Not upon receiving a signal from the action of a user of a fixture or ['Not Observable :appliance and limits the temperature ❑Not Applicable 'of the water entering the cold-water ;piping to 104°F. C404.7 Demand recirculation water systems ❑Complies , Exception: Requirement does not apply. [PL8]3 have controls that start the pump ❑Does Not ;upon receiving a signal from the action of a user of a fixture or Not Observable :appliance and limits the temperature ❑Not Applicable of the water entering the cold-water ;piping to 104°F. C404.7' Demand recirculation water systems ❑Complies Exception: Requirement does not apply. [PL8]3 have controls that start the pump ❑Does Not upon receiving a signal from the action of a user of a fixture or Not Observable appliance and limits the temperature ❑Not Applicable of the water entering the cold-water ;piping to 104°F. C404.7 Demand recirculation water systems ❑Complies Exception: Requirement does not apply. [PL8]3 have controls that start the pump ❑Does Not ;upon receiving a signal from the action of a user of a fixture or Not Observable :appliance and limits the temperature ❑Not Applicable of the water entering the cold-water ;piping to 104°F. C404.7 Demand recirculation water systems ❑Complies Exception: Requirement does not apply. [PL8]3 ',have controls that start the pump ❑Does Not ;upon receiving a signal from the action of a user of a fixture or Not Observable appliance and limits the temperature ❑Not Applicable of the water entering the cold-water piping to 104°F. C404.7 Demand recirculation water systems ❑Complies Exception: Requirement does not apply. [PL8]3 ',have controls that start the pump ❑Does Not ;upon receiving a signal from the action of a user of a fixture or Not Observable appliance and limits the temperature ❑Not Applicable of the water entering the cold-water „piping to 104°F. Additional Comments/Assumptions: 1'High Impact(Tier 1) 2 [Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 Project Title: Fowler Square Report date: 10/22/20 Data filename: _ Page 11 of 25 . . ....._.. . ... .. . ... ._. ._...... • Section # Mechanical Rough-,In Inspection Complies? Comments/Assumptions & q'-1 Re ID C402 2.6 ;Thermally ineffective panel surfaces of ❑Complies Exception: Requirement does not apply. [ME41]3 :sensible heating panels have .❑Does Not insulation >= R-3.5. ❑Not Observable ❑Not Applicable C403.11.3;HVAC piping insulation insulated in ❑Complies Exception: Requirement does not apply. [ME61]2 accordance with Table C403.11.3. ❑Does Not Insulation exposed to weather is protected from damage and is ❑Not Observable provided with shielding from solar ❑Not Applicable radiation. C403.11.3.HVAC piping insulation insulated in ❑Complies Exception: Requirement does not apply. [ME61]2 accordance with Table C403.11.3. ❑Does Not Insulation exposed to weather is ;protected from damage and is ['Not Observable provided with shielding from solar ❑Not Applicable radiation. C403.8.4 Motors for fans that are not less than ❑Complies Requirement will be met. [ME142]2 1/12 hp and less than 1 hp are ❑Does Not ;electronically commutated motors or Location.on plans/spec: M6.1 have a minimum motor efficiency of;have Observable 70 percent.These motors have the ❑Not Applicable means to adjust motor speed. C403.8.4 Motors for fans that are not less than ❑Complies Requirement will be met. [ME142]2' '1/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or Location on plans/spec: M6.1 have a minimum motor efficiency of Not Observable 170 percent.These motors have the ❑Not Applicable means to adjust motor speed. C403.8.4 Motors for fans that are not less than ❑Complies Requirement will be met. [ME142]2 :1/12 hp and less than 1 hp are ❑Does Not • ;electronically commutated motors or Location on plans/spec: M6.1 have a minimum motor efficiency of ❑Not Observable 70 percent.These motors have the ❑Not Applicable means to adjust motor speed. C403.8.4 . Motors for fans that are not less than ❑Complies Requirement will be met. [ME142]2 31/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or Location on plans/spec: M6.1 have a minimum motor efficiency of Not Observable :70 percent.These motors have the ❑Not Applicable I means to adjust motor speed. C403.8.4 Motors for fans that are not less than ,❑Complies Requirement will be met. [ME142]2 1/12 hp and less than 1 hp are ❑Does Not 'electronically commutated motors or ' 'Location on plans/spec: M6.1 have a minimum motor efficiency of Not Observable' 70 percent.These motors have the ❑Not Applicable means to adjust motor speed. C403.8.4 `'Motors for fans that are not less than ❑Complies Requirement will be met. , [ME142]2. ! 1/12 hp and less than 1 hp are ❑Does Not . electronically commutated motors or ' Location on plans/spec: M6.1 have a minimum motor efficiency of Not Observable 70 percent.These motors have the ❑Not Applicable means to adjust motor speed. C403.8.4 Motors for fans that are not less than ❑Complies Requirement will be met. [ME142]2 1/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or Location on plans/spec: M6.1 have a minimum motor efficiency of ON Observable 70 percent.These motors have the ❑Not Applicable means to adjust motor speed. 1 High Impact(Tier 1) 1 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 12 of 25 Section - . . Mechanical Rough-In Inspection Complies? ' Comments/Assumptions & Req.ID: C403.8.4 Motors for fans that are not less than ;❑Complies Requirement will be met. [ME142]2 1/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or ;Location on plans/spec: M6.1 have a minimum motor efficiency of .❑Not Observable 70 percent.These motors have the ❑Not Applicable means to adjust motor speed. C403.8.4 Motors for fans that are not less than ❑Complies Requirement will be met. [ME142]2 1/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or • Location on plans/spec: M6.1 have a minimum motor efficiency of [Not Observable ;70 percent.These motors have the ❑Not Applicable means to adjust motor speed. • C403.8.4 Motors for fans that are not less than ❑Complies Exception: Requirement does not apply. [ME142]2 =1/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or ❑Not Observable have a minimum motor efficiency of ❑Not Applicable .70 percent.These motors have the pp e means to adjust motor speed. C403.8.5 Each DX cooling system > 65 kBtu EComplies Exception: Requirement does not apply. [ME143]2 i and chiller water/evaporative cooling ❑Does Not ;system with fans> 1/4 hp are • designed to vary the indoor fan airflow [Not Observable as a function of load and comply with ❑Not Applicable ;detailed requirements of this section. C403.8.5 'Each DX cooling system > 65 kBtu ;❑Complies ;Exception: Requirement does not apply. [ME143]2 land chiller water/evaporative cooling :❑Does Not !system with fans > 1/4 hp are designed to vary the indoor fan airflow [Not Observable as a function of load and comply with ❑Not Applicable jdetailed requirements of this section. C403.8.5 !Each DX cooling system > 65 kBtu EComplies Requirement will be met. [ME143]2` :and chiller water/evaporative cooling ❑Does Not system with fans> 1/4 hp are • Location on plans/spec: M6.1 designed to vary the indoor fan airflow [Not Observable 'as a function of load and comply with ❑Not Applicable =detailed requirements of this section. C403.8.5 Each DX cooling system > 65 kBtu ❑Complies Requirement will be met. [ME143]2 and chiller water/evaporative cooling ;❑Does Not ?system with fans > 1/4 hp are Location on plans/spec: M6.1 ;designed to vary the indoor fan airflow plot Observable as a function of load and comply with ❑Not Applicable detailed requirements of this section. C403.8.5 Each DX cooling system > 65 kBtu ❑Complies Requirement will be met. [ME143]2 and chiller water/evaporative cooling ❑Does Not • :system with fans> 1/4 hp are -Location on plans/spec: M6.1 designed to vary the indoor fan airflow;❑Not Observable' as a function of load and comply with ❑Not Applicable detailed requirements of this section. C403.8.5 Each DX cooling system > 65 kBtu EComplies Requirement will be met. [ME143]2 !and chiller water/evaporative cooling ❑Does Not ;system with fans> 1/4 hp are Location on plans/spec: M6.1 designed to vary the indoor fan airflow ❑Not Observable as a function of load and comply with ENot Applicable detailed requirements of this section. C403.8.5 Each DX cooling system > 65 kBtu ❑Complies Requirement will be met. [ME143j2 and chiller water/evaporative cooling EDoes Not system with fans > 1/4 hp are Location on plans/spec: M6.1 designed to vary the indoor fan airflow ['Not Observable as a function of load and comply with ❑Not Applicable detailed requirements of this section. [-II-High Impact(Tier 1) 1 2 Medium Impact (Tier 2) 1.3 'Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 13 of 25 Section # Mechanical Rough-In Inspection ' Complies? 'Comments/Assumptions q _ C403.8.5 E Each DX cooling system > 65 kBtu ❑Complies !Location on plans/spec: M6.1 [ME143]2 and chiller water/evaporative cooling ❑Does Not system with fans > 1/4 hp are designed to vary the indoor fan airflow ['Not Observable 'as a function of load and comply with ❑Not Applicable detailed requirements of this section. C403.8.5° 'Each DX cooling system > 65 kBtu ❑Complies Exception: Requirement does not apply. [ME143]2 and chiller water/evaporative cooling ❑Does Not ;system with fans> 1/4 hp are ❑Not Observable ;designed to vary the indoor fan airflow as a function of load and Comply with ❑Not Applicable detailed requirements of this section. C403.8.5 'Each DX cooling system > 65 kBtu ❑Complies Requirement will be met. [ME143]2 and chiller water/evaporative cooling ❑Does Not system with fans > 1/4 hp are Location on plans/spec: M 6.1 designed to vary the indoor fan airflow Not Observable as a function of load and comply with ENot Applicable detailed requirements of this section. C403.12.1 Systems that heat outside the building ❑Complies Exception: Requirement does not apply. [ME71]2 envelope are radiant heat systems ❑Does Not controlled by an occupancy sensing ]Not Observable device or timer switch. ❑Not Applicable C403.2.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. [ME55]2 ❑Does Not ENot Observable ❑Not Applicable C403.5.5 Fault detection and diagnostics ❑Complies Requirement will be met. [ME11312 installed with air-cooled unitary DX ❑Does Not ,units having economizers. ❑Not Observable; S `1 ❑Not Applicable C403.5.5 Fault detection and diagnostics ❑Complies Requirement will be met. [ME113]2 installed with air-cooled unitary DX ❑Does Not units having economizers. ENot Observable i ❑Not Applicable C403.5.5 Fault detection and diagnostics ❑Complies Requirement will be met. [ME11332 installed with air-cooled unitary DX ❑Does Not ;units having economizers. ENot Observable ❑Not Applicable C403.5.5 'Fault detection and diagnostics ❑Complies Requirement will be met. [ME113]2' installed with air-cooled unitary DX ❑Does Not units having economizers. ENot Observable ENot Applicable • C403.5.5 ;Fault detection and diagnostics ❑Complies Requirement will be met. [ME113]2 :installed with air-cooled unitary DX ❑Does Not ;units having economizers. ENot Observable ❑Nat Applicable C403.5.5 ;Fault detection and diagnostics ❑Complies Requirement will be met. [ME113]z` 'installed with air-cooled unitary DX ❑Does Not units having economizers. ENot Observable' ❑Not Applicable C403.2.2 Natural or mechanical ventilation is ❑Complies Requirement will be met. [ME59]i provided in accordance with ❑Does Not International Mechanical Code Location on plans/spec: M4.1 Chapter 4. Mechanical ventilation has [Not Observable capability to reduce outdoor air supply ❑Not Applicable to minimum per IMC Chapter 4. 1{High Impact(Tier 1) i 2 Medium Impact(Tier 2) I-3 Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 14 of 25 Section:) # I Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.:lD_; ._.-_ ------.....__—. C403.7.1 Demand control ventilation provided ❑Complies 'Requirement will be met. [ME59]1 for spaces >500 ft2 and >25 ❑Does Not people/1000 ft2 occupant density and Location on plans/spec: M6.1 ;served by systems with air side ❑Not Observable ;economizer, auto modulating outside ❑Not Applicable ;air damper control, or design airflow >3,000 cfm. • C403 7 2 Enclosed parking garage ventilation ❑Complies Requirement will be met. [ME115]3 ; has automatic contaminant detection ❑Does Not and capacity to stage or modulate ❑Not Ob •servable`Location on plans/spec: M6.1 ':fans to 50%or less of design capacity. ❑Not Applicable C403 7 6 `HVAC systems serving guestrooms in ❑Complies `Exception: Requirement does not apply. [ME141]3. :Group R-1 buildings with > 50 ;❑Does Not guestrooms: Each guestroom is provided with controls that ❑Not Observable automatically manage temperature `❑Not Applicable setpoint and ventilation (see sections C403.7.6.1 and C403.7.6.2). C403.7.4 ;Exhaust air energy recovery on ❑Complies Requirement will be met. [ME57]1 i systems meeting Table C403.7.4(1) ❑Does Not • ;and C403.7.4(2). ❑Not Observable ENot Applicable C4Q3.7.5 ; Kitchen exhaust systems comply with ❑Complies Requirement will be met. [ME116]3 replacement air and conditioned ❑Does Not ;supply air limitations, and satisfy hood Location on plans/spec: M6.1 ;rating requirements and maximum ['Not Observable; exhaust rate criteria. ❑Not Applicable 'C403.11.1 HVAC ducts and plenums insulated in EComplies ;Requirement will be met. accordance with C403.11.1 and ❑Does Not C403.11.2 constructed in accordance with Location on plans/spec: MO.0 [ME60]2 C403.11.2,verification may need to ❑Not Observable occur during Foundation Inspection. '❑Not Applicable • C403.5, ;Air economizers provided where ❑Complies Exception: Heat recovery systems. C403.5.1, ;required, meet the requirements for ❑Does Not C403.5.2 design capacity, control signal, Location on plans/spec: M6.1 [ME62]1 ;ventilation controls, high-limit shut-off, ❑Not Observable integrated economizer control, and ❑Not Applicable provide a means to relieve excess • • ;outside air during operation. C403.5, ,Air economizers provided where •❑Complies `Exception: Heat recovery systems. C403.5.1, required, meet the requirements for ❑Does Not C403.5.2 design capacity, control signal, :Location on plans/spec: M6.1 [ME62]1 ;ventilation controls, high-limit shut-off,;❑Not Observable; 'integrated economizer control, and '❑Not Applicable provide a means to relieve excess ;outside air during operation. • C403.5, :Air economizers provided where ❑Complies 'Requirement will be met. C403.5.1, ;required, meet the requirements for ❑Does Not C403.5.2 'design capacity, control signal, Location on plans/spec: M6.1 [ME62]1 ;ventilation controls, high-limit shut-off,;❑Not Observable integrated economizer control, and :❑Not Applicable • provide a means to relieve excess ;outside air during operation. C403.5, 'Air economizers provided where ❑Complies Requirement will be met. C403.5.1, required, meet the requirements for ❑Does Not C403.5.2 design capacity, control signal, • Location on plans/spec: M6.1 [ME62]1 :.ventilation controls, high-limit shut-off,'❑Not Observable': . ;integrated economizer control, and :ENot Applicable provide a means to relieve excess outside air during operation. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 15 of 25 Section # Mechanical Rough-In Inspection ,Complies? Comments/Assumptions C403.5, Air economizers provided where ❑Complies Requirement will be met. C403.5.1, ;required, meet the requirements for ❑Does Not C403.5.2 design capacity, control signal, Location on plans/spec: M6.1 [ME62]1 . ;ventilation controls, high-limit shut-off, [Not Observable integrated economizer control, and ❑Not Applicable provide a means to relieve excess outside air during operation. C403.5, ,Air economizers provided where ❑Complies Requirement will be met. C403.5.1, j required, meet the requirements for ❑Does Not C403.5.2 ;design capacity, control signal, Location on plans/spec: M6.1 [ME62]1 ;ventilation controls, high-limit shut-off, ❑Not Observable integrated economizer control, and :ENot Applicable provide a means to relieve excess ;outside air during operation. C403.5, ;Air economizers provided where ❑Complies Requirement will be met. C403.5.1, required, meet the requirements for ❑Does Not C403.5.2 design capacity, control signal, Location on plans/spec: M6.1 [ME62]1 ;ventilation controls, high-limit shut-off,;❑Not Observable integrated economizer control, and `❑Not Applicable provide a means to relieve excess ;outside air during operation. C403.5, ;Air economizers provided where ❑Complies Requirement will be met. C403.5.1, !required, meet the requirements for °❑Does Not C403.5.2 :design capacity, control signal, Location on plans/spec: M6.1 [ME62]1 ;ventilation controls, high-limit shut-off, ❑Not Observable ;integrated economizer control, and :❑Not Applicable :provide a means to relieve excess ;outside air during operation. C403.5.3. ;Air economizers automatically reduce ❑Complies Requirement will be met. 3 !outdoor air intake to the design •❑Does Not [ME124]1 ;minimum outdoor air quantity when Location on plans/spec: M6.1 'outdoor air intake will not reduce Not Observable cooling energy usage. See Table ❑Not Applicable C403.5.3.3 for applicable device types :and climate zones. C403.5.3. ;Air economizers automatically reduce ❑Complies ;Requirement will be met. 3 !outdoor air intake to the design ❑Does Not [ME124]1 minimum outdoor air quantity when -Location on plans/spec: M6.1 :outdoor air intake will not reduce [Not Observable 'cooling energy usage. See Table '❑Not Applicable ;C403.5.3.3 for applicable device types and climate zones. C403.5.3. ;Air economizers automatically reduce ❑Complies Requirement will be met. 3 'outdoor air intake to the design ❑Does Not [ME124]1 !minimum outdoor air quantity when Location on plans/spec: M6.1 outdoor air intake will not reduce Not Observable cooling energy usage. See Table ❑Not Applicable C403.5.3.3 for applicable device types :and climate zones. C403.5.3. ;Air economizers automatically reduce ❑Complies Requirement will be met. 3 outdoor air intake to the design ❑Does Not [ME124]1 :minimum outdoor air quantity when Location on plans/spec: M6.1 outdoor air intake will not reduce ❑Not Observable !cooling energy usage. See Table ❑Not Applicable C403.5.3.3 for applicable device types and climate zones. C403.5.3. :Air economizers automatically reduce .❑Complies Requirement will be met. 3 'outdoor air intake to the design ❑Does Not [ME124]1 minimum outdoor air quantity when Location on plans/spec: M6.1 outdoor air intake will not reduce Not Observable 'cooling energy usage. See Table ❑Not Applicable C403.5.3.3 for applicable device types and climate zones. 1 (High Impact(Tier 1) i 2 Medium Impact(Tier 2) 13 1Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 16 of 25 Section #• Mechanical.Rough-In Inspection Complies? Comments/Assumptions & Req.ID C403.5.3. ;Air economizers automatically reduce ❑Complies Requirement will be met. 3. :outdoor air intake to the design '❑Does Not [ME124]1 minimum outdoor air quantity when Location on plans/spec: M6.1 ;outdoor air intake will not reduce '❑Not Observable 'cooling energy usage. See Table ❑Not Applicable C403.5.3.3 for applicable device types !and climate zones. C403.5.3. System capable of relieving excess ❑Complies Requirement will be met. 4 outdoor air during air economizer ❑Does Not [ME125]1 ;operation to prevent overpressurizing ❑Not Observable`Location on plans/spec: M6.1 ;the building.The relief air outlet 'located to avoid recirculation into the ;❑Not Applicable building. C403.5.3. !System capable of relieving excess ❑Complies Requirement will be met. 4 outdoor air during air economizer ❑Does Not [ME125]1 operation to prevent overpressurizing °Location on plans/spec: M6.1 !the building.The relief air outlet ❑Not Observable :located to avoid recirculation into the ❑Not Applicable ;building. C403.5.3. ;System capable of relieving excess ❑Complies Requirement will be met. 4 outdoor air during air economizer ❑Does Not [ME125]1 ;operation to prevent overpressurizing Location on plans/spec: M6.1 ;the building.The relief air outlet ['Not Observable ;located to avoid recirculation into the ;❑Not Applicable building. C403.5.3. ;System capable of relieving excess ❑Complies Requirement will be met. 4 !outdoor air during air economizer •❑Does Not [ME125]1 ;operation to prevent overpressurizing Location on plans/spec: M6.1 ;the building.The relief air outlet ❑Not Observable :located to avoid recirculation into the ❑Not Applicable building. C403.5.3. 'System capable of relieving excess ❑Complies Requirement will be met. 4 outdoor air during air economizer ❑Does Not [ME125]1 operation to prevent overpressurizing Location on plans/spec: M6.1 ;the building.The relief air outlet ❑Not Observable' :located to avoid recirculation into the ❑Not Applicable building. C403.5.3. ;System capable of relieving excess ❑Complies ;Requirement will be met. 4 outdoor air during air economizer ❑Does Not [ME125]1 ;operation to prevent overpressurizing '❑Not Observable Location on plans/spec: M6.1 ;the building.The relief air outlet located to avoid recirculation into the ❑Not Applicable building. C403.5.3. Return, exhaust/relief and outdoor air ❑Complies Requirement will be met. 5 dampers used in economizers have ;❑Does Not [ME126]1 ;motorized dampers that automatically Location on plans/spec: M6.1 !shut when not in use and meet ❑Not Observable; maximum leakage rates. Reference ❑Not Applicable 'section C403.7.7 for details. C403.5.3. ;Return, exhaust/relief and outdoor air ❑Complies 'Requirement will be met. 5 ;dampers used in economizers have ❑Does Not [ME126]1 motorized dampers that automatically Location on plans/spec: M6.1 :shut when not in use and meet [Not Observable; maximum leakage rates. Reference ❑Not Applicable section C403.7.7 for details. C403.5.3. Return, exhaust/relief and outdoor air ❑Complies Requirement will be met. 5 :dampers used in economizers have ❑Does Not [ME126]1 motorized dampers that automatically Location on plans/spec: M6.1 shut when not in use and meet ❑Not Observable maximum leakage rates. Reference ❑Not Applicable ;section C403.7.7 for details. 1 High Impact(Tier 1) ; 2 Medium Impact(Tier 2) ; 3 Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 17 of 25 Section - # Mechanical Rough-In Inspection . Complies? 'comments/Assumptions C403.5.3. Return, exhaust/relief and outdoor air '❑Complies Exception: Requirement does not apply. 5 Idampers used in economizers have ❑Does Not [ME126]1 motorized dampers that automatically Location on plans/spec: M6.1 ;shut when not in use and meet ❑Not Observable` ;maximum leakage rates. Reference :❑Not Applicable 'section C403.7.7 for details. C403.5.3. 'Return, exhaust/relief and outdoor air ;❑Complies Requirement will be met. 5 dampers used in economizers have ❑Does Not [ME126]1 ;motorized dampers that automatically ; Location on plans/spec: M6.1 shut when not in use and meet :❑Not Observable maximum leakage rates. Reference ❑Not Applicable ;section C403.7.7 for details. C403.5.3. ;Return,exhaust/relief and outdoor air ❑Complies 'Exception: Requirement does not apply. 5 'dampers used in economizers have ;❑Does Not [ME126]1 motorized dampers that automatically ` Location on plans/spec: M6.1 ;shut when not in use and meet ❑Not Observable' maximum leakage rates. Reference ❑Not Applicable section C403.7.7 for details. C403 4 1. d Heating for vestibules and air curtains ;❑Complies ;Requirement will be met. 4 '!with integral heating include ❑Does Not [ME63]2 automatic controls that shut off the ;Location on plans/spec: M6.1 heating system when outdoor air Not Observable temperatures> 45F.Vestibule ❑Not Applicable heating and cooling systems controlled by a thermostat in the vestibule with heating setpoint<= 60F and cooling setpoint>= 80F. C403.3.3 Hot gas bypass limited to: <=240 ❑Complies :Requirement will be met. [ME35]1 i kBtu/h-50% >240 kBtu/h-25% ;❑Does Not r '❑Not Observable Location on plans/spec: M6.1 _ ❑Not Applicable C403.3.3 Hot gas bypass limited to: <=240 :EComplies !Requirement will be met. [ME35]1 i kBtu/h-50% >240 kBtu/h-25% inDoes Not ❑Not Observable Location on plans/spec: M6.1 ❑Not Applicable C403.3.3 Hot gas bypass limited to: <=240 :❑Complies Requirement will be met. [ME35]1 ;kBtu/h-50%>240 kBtu/h-25% iLiDoes Not Location on plans/spec: M6.1 '❑Not Observable • ❑Not Applicable C403.3.3 :Hot gas bypass limited to: <=240 ❑Complies Requirement will be met. [ME35]1 kBtu/h-50% >240 kBtu/h-25% iEDoes Not _ • '❑Not Observable Location on plans/spec: M6.1 ❑Not Applicable C403.3.3 ;Hot gas bypass limited to: <=240 `.❑Complies :Requirement will be met. [ME35]1 1 kBtu/h-50% >240 kBtu/h-25% !❑Does Not Location on plans/spec: M6.1 ❑Not Observable: ❑Not Applicable C403.3.3 'Hot gas bypass limited to: <=240 ❑Complies :Requirement will be met. [ME35]1 kBtu/h-50% >240 kBtu/h-25% :❑Does Not '❑Not Observable Location on plans/spec: M6.1 ❑Not Applicable C403.3.3 Hot gas bypass limited to: <=240 '.❑Complies :Requirement will be met. [ME35]1 ,kBtu/h-50%>240 kBtu/h-25% ❑Does Not ❑Not Observable Location on plans/spec: M6.1 ❑Not Applicable 1 I High Impact(Tier 1) 72 Medium Impact(Tier 2) j 3 Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 18 of 25 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID' C403.3.3 ;Hot gas bypass limited to: <=240 ❑Complies Requirement will be met. [ME35]1 kBtu/h-50% >240 kBtu/h-25% ❑Does Not ❑Not Observable Location on plans/spec: M6.1 ❑Not Applicable _ C403.3.3 ;Hot gas bypass limited to: <=240 ❑Complies Requirement will be met. [ME35]1 kBtu/h-50% >240 kBtu/h-25% ❑Does Not [Not Observable Location on plans/spec: M6.1 ❑Not Applicable C403.3.3 :Hot gas bypass limited to: <=240 ;❑Complies Requirement will be met. [ME35]1 'kBtu/h-50% >240 kBtu/h-25% ❑Does Not ❑Not Observable Location on plans/spec: M6.1 ❑Not Applicable C408 2 2 ;Air outlets and zone terminal devices ❑Complies Requirement will be met. 1 l have means for air balancing. ❑Does Not [ME53]3 Location on plans/spec: MO.0 ❑Not Observable ❑Not Applicable C403.5, Refrigerated display cases,walk-in ❑Complies Exception: Requirement does not apply. C403.5.1, ! coolers or walk-in freezers served by ❑Does Not C403 5 2 remote compressors and remote [ME123]3 condensers not located in a ❑Not Observable 'condensing unit, have fan-powered ❑Not Applicable condensers that comply with Sections C403.5.1 and refrigeration compressor :systems that comply with C403.5.2.. Additional Comments/Assumptions: 1 High Impact(Tier 1) F2 I Medium Impact(Tier 2) 13 1Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 19 of 25 Section # Rough-In Electrical,Inspection Complies, I Comments/Assumptions &'Req ID C405.2.2. ;Spaces required to have light- ;❑Complies Requirement will be met. 2 i reduction controls have a manual ❑Does Not [EL22]1 control that allows the occupant to [Not Observable Location on plans/spec: E7.1 ;reduce the connected lighting load in . 'a reasonably uniform illumination ❑Not Applicable pattern >= 50 percent. C405.2.1, ;Occupancy sensors installed in ❑Complies Requirement will be met. C405.2.1. !classrooms/lecture/training rooms, -Oboes Not 1 ;conference/meeting/multipurpose Location on plans/spec: E7.1 [EL18]1 rooms, copy/print rooms, Not Observable': lounges/breakrooms, enclosed offices, ❑Not Applicable !open plan office areas, restrooms, ;storage rooms, locker rooms, ;warehouse storage areas, and other spaces <= 300 sqft that are enclosed !by floor-to-ceiling height partitions. Reference section language C405.2.1.2 for control function in ;warehouses and section C405.2.1.3 ;for open plan office spaces. C405.2.1. ':Occupancy sensors control function in ❑Complies Exception: Requirement does not apply. 2 ;warehouses: In warehouses,the ❑Does Not [EL19]1 lighting in aisleways and open areas is ;controlled with occupant sensors that °['Not Observable !automatically reduce lighting power ❑Not Applicable by 50% or more when the areas are unoccupied.The occupant sensors control lighting in each aisleway independently and do not control :lighting beyond the aisleway being ,controlled by the sensor. C405.2.1. Occupant sensor control function in ❑Complies Requirement will be met. 3 ;open plan office areas: Occupant ❑Does Not [EL20]1 ;sensor controls in open office spaces Location on plans/spec: E7.1 ;>= 300 sq.ft. have controls 1) ❑Not Observable :configured so that general lighting can ❑Not Applicable be controlled separately in control ;zones with floor areas <= 600 sq.ft. within the space, 2) automatically turn off general lighting in all control zones ;within 20 minutes after all occupants have left the space, 3) are configured so that general lighting power in each ;control zone is reduced by>= 80% of the full zone general lighting power within 20 minutes of all occupants ;leaving that control zone, and 4)are :configured such that any daylight responsive control will activate space general lighting or control zone !general lighting only when occupancy ;for the same area is detected. C405.2.2, Each area not served by occupancy ❑Complies Requirement will be met. C405.2.2. sensors (per C405.2.1) have time- ❑Does Not 1, ;switch controls and functions detailed Location on plans/spec: E7.1 C405.2.2. ;in sections C405.2.2.1 and C405.2.2.2. ❑Not Observable 2 ❑Not Applicable [EL2112 1 IHigh Impact(Tier 1) i 21Medium Impact(Tier 2) 3 !Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 20 of 25 Section C :. # , Rough-In Electrical Inspection, Complies? Comments/Assumptions &Req ID:.)— C405.2.3, Daylight zones provided with ❑Complies Exception: Requirement does not apply. C405.2.3. individual controls that control the ❑Does Not 1, - lights independent of general area C405.2.3. ,lighting. See code section C405.2.3 Not Observable 2 'Daylight-responsive controls for ❑Not Applicable [EL23]2 applicable spaces, C405.2.3,1 Daylight 'responsive control function and section C405.2.3.2 Sidelit zone. C405.2.4 ;Separate lighting control devices for ;❑Complies Requirement will be met. [EL26]1 !specific uses installed per approved ❑Does Not ;lighting plans. ❑Not Observable Location on plans/spec: E3.1 AND E3.2 ❑Not Applicable C405.2.4 ;Additional interior lighting power ❑Complies Requirement will be met. [EL27]1 allowed for special functions per the ❑Does Not :approved lighting plans and is ❑Not Observable Location on plans/spec: E3.1 ;automatically controlled and separated from general lighting. ❑Not Applicable C405.2.5 ;Automatic lighting controls for exterior;❑Complies Requirement will be met. [EL28]na0 lighting installed. Controls will be •❑Does Not daylight controlled,set based on •Location on plans/spec: E7.1 ;business operation time-of-day, or ❑Not Observable :reduce connected lighting > 30%. ❑Not Applicable C405.3 !Exit signs do not exceed 5 watts per ❑Complies Requirement will be met. [EL6i1 !face. ❑Does Not ❑Not Observable Location on plans/spec: E0.0 ❑Not Applicable C405.6 'Low-voltage dry-type distribution ❑Complies 'Exception: Requirement does not apply. [EL26lz electric transformers meet the ❑Does Not minimum efficiency requirements of • Table C405.6. ❑Not Observable ❑Not Applicable C405.7 Electric motors meet the minimum ❑Complies .Requirement will be met. [EL27]2 =efficiency requirements of Tables ❑Does Not C405.7(1)through C405.7(4). Location on plans/spec: M6.1 'Efficiency verified through certification ❑Not Observable under an approved certification ❑Not Applicable program or the equipment efficiency 'ratings shall be provided by motor manufacturer(where certification programs do not exist). C405.8.2, ,Escalators and moving walks comply ❑Complies Exception: Requirement does not apply. C405.8.2. ;with ASME A17.1/CSA B44 and have ❑Does Not 1 'automatic controls configured to [EL28]z ;reduce speed to the minimum .❑Not Observable }permitted speed in accordance with ❑Not Applicable ASME A17.1/CSA B44 or applicable 'local code when not conveying passengers. C405.9 'Total voltage drop across the ❑Complies :Requirement will be met. [EL29]z combination of feeders and branch ❑Does Not circuits <= 5%. Location on plans/spec: E5.1 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: [1 !High Impact(Tier 1) ' 2 [Medium Impact (Tier 2) 3 'Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 21 of 25 ~ _= Section ion ssump.1ions. : UComplies Requirement will be met. C303.3, 'Furnished O&M instructions for C408�2.5� J systems and equipment to the 'E]Does Not 2 building owner or designated T-lNot Observable' [FI17]3 representative. 'E]Not Applicable E308.3Ve. 'Furnished O&M manuals for HVAC ElComplies ;Requirement will be met. C401.5.:;systems within 90 days of system :E]Does Not 3 !acceptance. TlNot Observable, EINot Applicable C403.2.2: I HVAC systems and equipment :E]Complies ':Requirement will be met. capacity does not exceed calculated Not loads. on plans/spec: MO.0 :ONot Observable ;E]Not Applicable c403.2.4.:''i Heating and cooling to each zone is ::E]Complies ':Requirement will be met. [F147 -1 Minimum one humidity control device ;Location on plans/spec: M6.1 :7Not Observable: per installed 'E]Not Applicable C4 0 1.2.4. !Heating and cooling to each zone is E]Complies RequiremenLwiUbemet. controlled by a thermostat control. 'E]Does Not [FI4.713 ;Minimum one humidity control device Locatiqnonplens/spmc` Ma.z FINot Observable. per installed EINot Applicable C403 Heating and cooling to each zone is |LJcomp|ies |Requirement will bemet. ' � 'controlled by a thermostat control. |[]DoesNot | Minimum one humidity control ����a�lnn �u plans/spec: Mh.z � device |LJNotObsemab|e| ' " p^ installed^ ^ |[]NotApp|icab|e | | Heatingd |i to each i |LJcomp|ies .Location on plans/spec: w6.1 controlled bya thermostat contm| 'LJDues �ot ' � | | �inimumonehumid�ycontm| de�ce | LJ | "' `'^ ' " NotObsemab|e per installed | � 'humidification/dehumidification NuLAppicab|e | sysnyn. . . Head and cooling to each is [om�ies iRequ�ementwiUbemet ooncmxeo oya thermostat control. |Elooes Not | Minimum one humidity control device ' 'Locatrmn on plans/spec: Ma.z []Not0bsemab|e| per installed �dehumidi�ca bun |[]Nvt�pp|icab|e | u sys �m� | � � Meat and cooling to chzone � .[]Complies !Requirement will be met controlled bya thermostat control. Ll»nesNot � Minimum one huh`id�yoontm| device | |�mc�dmn on p|ao��we�� Ms � '[]mc�obsemnb|e| � '' !| peri��aUed | . . � humidification/dehumidification 'LJNctApp|icab|: ' | system. | | Heating d |i to h � '[]cump|ies ��m����nqnp|ans/spec' Me1 ��-'w - ° —' cooling -- --- | | � I'.`��~��.nontmUedbyathemnost�contmi |LJDuesNot | Minimum [``' i 'LJNntobsovab|e' per installed | | humid�cado�dehum��cat�n |[]NotApp|�a�e | system. ! � Heating andcooi to each zone is :[]Complies !Requirement will bcmet. ill controlled bya thermostat control. []Does Not � | | Minimum one humidity cont m| de�oe Locaopnonpdons/spmc: waz per installed |[]NutObsemab|e| � 1 humidification/dehumidification Applicable | | systyn i | � . _ ___ I High |�2act[De ) Medium |mpact(rierZ) 3 1Lo" impact(Tier s) Project Title: Fowler Square Report date: zQoz/zo Data filename: pane 22nf 25 Section #' Final Inspection Complies? Comments/Assumptions & Req.ID _ . ; C403.2.4 ' Heating and cooling to each zone is .❑Complies .Requirement will be met. 1 .controlled by a thermostat control. ❑Does Not [FI47]3 Minimum one humidity control device ENot Observable Location on plans/spec: M6.1 per installed :humidification/dehumidification ;ENot Applicable system. C403.2.4. ;Heating and cooling to each zone is ❑Complies Requirement will be met. 1 :controlled by a thermostat control. ;❑Does Not [F147]3 :Minimum one humidity control device . Location on plans/spec: M6.1 per installed ENot Observable humidification/dehumidification :❑Not Applicable system. C403.4.1. ',Thermostatic controls have a 5 °F ;❑Complies Requirement will be met. 2 , deadband. ❑Does Not [F138]3 Location on plans/spec: M6.1 'ENot Observable ❑Not Applicable C403.2.4. Temperature controls have setpoint ❑Complies `:Requirement will be met. 1.3!' overlap restrictions. ❑Does Not • [FI2013 Location on plans/spec: M6.1 ❑Not Observable !ENot Applicable C403.2.4. ,' Each zone equipped with setback ❑Complies !Requirement will be met. 2 controls using automatic time clock or ❑Does Not • [FI39]3 programmable control system. Location on plans/spec: M6.1 ❑Not Observable [-_]Not Applicable C403.2.4.; Automatic Controls: Setback to 55°F ❑Complies 'Requirement will be met. 2.1, ' (heat) and 85°F(cool); 7-day clock, 2- ❑Does Not C403.2.4. hour occupant override, 10-hour :Location on plans/spec: M6.1 2.2 backup '❑Not Observable; [F140]3 ENot Applicable C403 2.4. Systems include optimum start ::❑Complies :.Exception: Requirement does not apply. 2.3 controls. ❑Does Not [FI41]3 ENot Observable; ❑Not Applicable C403.2.4. ;,Systems include optimum start ❑Complies Exception: Requirement does not apply. 2.3! ;controls. ❑Does Not [FI41], . '❑Not Observable ❑Not Applicable C403.2.4. ;Systems include optimum start ❑Complies .Exception: Requirement does not apply. 2.3 !controls. ❑Does Not [FI4113 ENot Observable ENot Applicable C403.2.4. ;Systems include optimum start '❑Complies !Exception: Requirement does not apply. 2.3 controls. '❑Does Not (FI41]3 ENot Observable ENot Applicable C403.2.4.-.'Systems include optimum start ;❑Complies :Exception: Requirement does not apply. 2.3 controls. ❑Does Not [FI41]3 ❑Not Observable' ❑Not Applicable C403.2.4. Systems include optimum start `:❑Complies :Exception: Requirement does not apply. 2.3 controls. ❑Does Not [F14113 DNot Observable• ❑Not Applicable ri i High Impact(Tier 1) 12 Medium Impact(Tier 2) �1 3 Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 23 of 25 Section I # Final Inspection a Complies? Comments/Assumptions & Req.ID 1. C403.2.4. ;Systems include optimum start ❑Complies Exception: Requirement does not apply. 2.3 controls. ❑Does Not [FI41]3 [Not Observable ENot Applicable C403.2.4. 'Systems include optimum start ❑Complies Exception: Requirement does not apply. 2.3. controls. ❑Does Not [FI41]3 ENot Observable ❑Not Applicable C403.2.4. ;Systems include optimum start ❑Complies Exception: Requirement does not apply. 2.3 controls. ❑Does Not [Fi41]3 [Not Observable ❑Not Applicable C403.2.4. Systems include optimum start ❑Complies :Exception: Requirement does not apply. 2.3 controls. ❑Does Not [FI41]3 ENot Observable ENot Applicable C405 4 1 :Interior installed lamp and fixture EComplies See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ❑Does Not !is shown on the approved lighting ;plans, demonstrating proposed watts ENot Observable are less than or equal to allowed °❑Not Applicable watts. C405.5.1 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. ——� [FI19]1 ;with what is shown on the approved LiDoes Not lighting plans, demonstrating proposed watts are less than or equal Not Observable :to allowed watts. ENot Applicable C406.6 :Dedicate outdoor air system efficiency ❑Complies Requirement will be met. [FI52]1 'package: Buildings with hydronic ❑Does Not and/or multiple-zone HVAC systems Location on plans/spec: M6.1 are equipped with an independent ENot Observable :ventilation system designed to ❑Not Applicable provide >= 100-percent outdoor air to :each individual occupied space, as :specified by the IMC.The ventilation system is capable of total energy .recovery and includes HVAC system controls that manage temperature resets >= 25 percent of delta design ;supply-air/room-air temp. Reference :section C406.6 for qualifying ;systems/equipment. C408.1.1 ;Building operations and maintenance ❑Complies Requirement will be met. [FI57]1 !documents will be provided to the ❑Does Not ;owner. Documents will cover manufacturers' information, ['Not Observable !specifications, programming ENot Applicable procedures and means of illustrating :to owner how building, equipment and systems are intended to be installed, maintained, and operated. C408.2.1 ;Commissioning plan developed by ❑Complies Requirement will be met. [FI28]1 :registered design professional or ❑Does Not approved agency. Location on plans/spec: MO.0 ❑Not Observable ENot Applicable C408.2;3. :HVAC equipment has been tested to EComplies Requirement will be met. 1 'ensure proper operation. ❑Does Not [FI31]1 Location on plans/spec: MO.0 ❑Not Observable ENot Applicable 1 (High Impact(Tier 1) 2 Medium Impact(Tier 2) r3 Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 24 of 25 1 Section # Final Inspection Complies? Comments/Assumptions C408.2.3. :HVAC control systems have been ❑Complies Requirement will be met. 2 tested to ensure proper operation, ❑Does Not [FI10]1 ;calibration and adjustment of controls. 'Location on plans/spec: M6.1 ENot Observable ❑Not Applicable C408.2.3. ;Economizers have been tested to ❑Complies Requirement will be met. 3 ensure proper operation. ❑Does Not [FI32]1 Location on plans/spec: MO.0 ❑Not Observable ❑Not Applicable C408.2.4 Preliminary commissioning report ❑Complies Requirement will be met. [FI29]1 completed and certified by registered EDoes Not design professional or approved Location on plans/spec: MO.0 ;agency. ❑Not Observable ❑Not Applicable C408.2.5. Furnished HVAC as-built drawings ❑Complies Requirement will be met. 1 :submitted within 90 days of system ❑Does Not [FI7]3 acceptance. ❑Not Observable ❑Not Applicable C408.2.5. ;Furnished as-built drawings for ❑Complies Requirement will be met. 1 • electric power systems within 90 days ❑Does Not • [F116]3 of system acceptance. ❑Not Observable ❑Not Applicable C408.2.5. An air and/or hydronic system ❑Complies Requirement will be met. 3 !balancing report is provided for HVAC ❑Does Not [FI43]1 ;systems. Location on plans/spec: MO.0 ❑Not Observable ❑Not Applicable C408.2.5. 'Final commissioning report due to EComplies Requirement will be met. 4 :building owner within 90 days of ❑Does Not [FI30]1 receipt of certificate of occupancy. Location on plans/spec: MO.0 ❑Not Observable • ❑Not Applicable C408.3 ;Lighting systems have been tested to '❑Complies Requirement will be met. [FI33]1 i ensure proper calibration, adjustment, ❑Does Not programming, and operation. Location on plans/spec: E0.0 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) _2 [Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fowler Square Report date: 10/22/20 Data filename: Page 25 of 25 '' Fowler Square 95(42) 100(45) 'I Wind Map .-:.-- - 105(47) -1-ul--- . ' ' 110(49) 1(40) / K "' ' 'J -• - ii L ,5 %- t- r ter, ;! .. ;I A _._ o b Crosshatching on map r,r J ;� ` ,).- i ii iindicates a Special {_-,-;'' L,� 'i --• ,� ` I Ti, E ,i Wind Region 1 1-- - j ;• -; �4 to _ "^1 + 5 , .-}•�i i i y r .- rd, II 9- — ....:„::.... ,.. . -, 1 ....r,--,t21_,___ 100(45) ~ L+ i -/ 4 ` ; ;�bo ! I � ; ``'_ • I 105(47)150(67) eq !I „ 140(63) 105(47) ---1 ‘-`'~ - - 130(58) .-, 120(54) • ,� .\„-- �-- 110(49). 103(46). n i o • if �" / --A This note explains why we used 109 .,vs I ,( �_--� _r^t r ` 110(49) MPH for the wind speed in the b it ,_, _,—i .`- design of Fowler Square. The F. J f f 120► project occurs between isobar line 'i .� r r- ',• .4 4 105 and 110, closer to the 110. The t�1P-''- ASCE Hazard.report (included) rr csr �'�•`` provides the proper wind load base o ',I 160(72) 1",. (' I . on live map data. it .. -- 1.60(72) • Notes i j 1. Values are nominal design 3-s gust wind speeds in mi/h(m/s)at 33 ft(10 m)above ground for Exposure Category C. 4. inein interpolation is permitted between contours.-.R-int value.' are eroyide to dio with interpolation: 11 3. Islands,coastal areas,and land boundaries outside the last contour shall use the last wind speed contour. I 4. Mountainous terrain,gorges,ocean promontories,and special wind regions shall be examined for unusual wind conditions. 5. Wind speeds correspond to approximately a 7%probability of exceedance in 50 years(Annual Exceedance Probability=0.00143,MRI=700 years). ;1 6. Location-specific basic wind speeds shall be permitted to be determined using www.atcouncil.org/windspeed. ,i 1. FIGURE 26.5-1 B Basic Wind Speeds for Risk Category II Buildings and Other Structures d continues 252 STANDARD ASCE/SEI 7-16 a 101(45) I 103(46) 105(47) t 1 r �f �'' �� • 110(49) � Eik� ::., 115(51) 1, IP"- \, t . 130(58) II I ,r . Ir. z F -; i iiVj63) t_._I - ` ~`I I a I t "1 , (' r 4 ; t 1 1 ' �� ! f�r! to 1 1_i I' , i ' ''-`�� �l,1l �- E107(48) IK - ` �' ' ; .,.,�r vow/, , ,_l.._.. . i � , i i it t vl ILA , r .�-.'' bN I t f i c , l 1 -- `(' ,-- -` i r k . `` '�" am.. 10 1 I-L I r.-- 4 I r , f- I . 1 I' ri: ' ( y t } C ( } I,�� _d ,., �i. i, . ',,' ;, --104 ,i , 1 140(63) i i_ I rt ;�L 1 `� 105(47;) 4(46)' 150(67) I tti 1 i - ,-r A 1 I 1 �.t' .tif 1 i I '° . ' ' ` 104(46) - 1` f • r ��� x 1, 150(67) i lt., ;,� .-- 160(72) j 0 —_` . _ 170 76 ! 160 72 � . ( ) y ( ) p 105(47) 1 . - ti; .y 180(80) 110(49)EP � - I 0. 115(51) 150(67) 120(54) 140(63) 130(58) E E. I b Location V(mph) V(m/s) Guam 195 (87) Virgin Islands 165 (74) I American Samoa 160 (72) 150(67) 160(72) Hawaii See Figure 26.5-2B J—Jim 17,0(76) i o a FIGURE 26.5-1B(Continued). Basic Wind Speeds for Risk Category II Buildings and Other Structures Minimum Design Loads and Associated Criteria for Buildings and Other Structures 253 ct— ca 21—2�ZJJ Hydraulic Calculations for Project Name: FOWLER SQUARE Location:719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP revised.cad FILE C®PYC Iculation Date:5/14/2021 Design Remote Area Number: 5 Remote Area Location: 3RD LEVEL RESIDENTIAL TOWN OF QUEENSBURY BUILDING DEPARTMENT Occupancy Classification: NA idential Based on our limited examination,compliance with our comments shall not be construed as indicating the plans and s full compliance with the rucltications are in Density 0.10gpm/ft2 New York State, B itding Codes of Area of Application: 900ftz(Actual 459ft2) Coverage per Sprinkler: 400ft2 Type of sprinklers calculated: Pendent No.of sprinklers calculated: 4 No.of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Allowance at Source 135.65 at Node: 57 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 181.72 @ 57.438 (Safety Margin=2.489) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Firetek Sprinkler Systems, LLC. Address:. 58 Hudson River Rd,Waterford, NY 12188 Phone Number: Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A k@ M.E.P.CAD, Inc. ���AutoSPRINK 2020 06.3.9.0 5 5/14/2021 3:36:24PM Pagel Hydraulic Graph Job Name:FOWLER SQUARE N 1.85 Remote Area Number:5 Date:5/14/2021 too Supply Summary Sheet s0 Node:1 80 70 Available Supply e0 =Static Pressure e•0.000 751.00 Q 59.000 181.72 Q 59.928 181.72 with Hese Allouanoeat Source N a o c0 d 40 System demand curve 20 10 0 01A 300 45a 600 756 900 1050 1200 1350 I500 Flo-.v-gpm A(y©M.E.P.CAD,Inc. Fj,I9 AutoSPRINK 2020 v16.3.9.0 5/142021 3:36:31 PM Page 2 Job Name: FOWLER SQUARE Remote Area Number: 5 Date: 5/14/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) C° (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 1 751.00 59.928 181.72 57.438 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 3'-6 Supply 57.438 81.72 1001 35'-4 Sprinkler 18.095 20.84 1002 35'-4 Sprinkler 16.660 20.00 1003 35'-4 Sprinkler 17.896 20.73 1004 35'-4 Sprinkler 16.899 20.14 2 0'-6 58.738 3 4-6 60.897 4 4-6 60.893 5 4-6 60.855 6 0'-6 Gauge 58.626 57 29'-2'/2 Hydrant 28.463 58 36'-0'/z 25.323 69 36'-0'/z 23.171 70 36'-0'/z 20.246 71 36'-0'/z 18.789 72 36'-0'/= 20.219 74 36'-0'/z 23.149 76 36'-0'/z 18.761 �,©M.E.P.CAD,Inc. Jill AutoSPRINK 2020 06.3.9.0 5/14/2021 3:36:37PM Page 3 Job Narite: FOWLER SQUARE Remote Area Number:5 Date: 5/14/2021 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Pf Friction Elev(Pe) Length) Fixed Pressure Losses, Node 2 Actual ID Length Total Elev 2 Total Flow (Foot) Loss Per Unit when applicable,are added(Foot) (Q) (Foot) (Foot) (psi) Friction(PQ directly to(Po and shown as 1002 36-4 4.9 20.00 1 (See 20'-11'/z 150 16.660 .....Route 1 Notes) Sprinkler, 15'-0 -0.316 71 36'-0'/ 20.00 1.1010 - 0.068041 E(7'-0),T(5'-0),3Tr(1'-0) 35'-11/2 2.445 71 36'-0'/z 20.84 1 (See 4'-8'/z 150 18.789 Notes) Flow(q)from Route 4 1'-0 -0.000 ' 40.84 1.1010 0.254944 Tr(1'-0) 70 36'-0/z 5' 1.457 70 36'-0'/ 1 (See 1'-0 120 20.246 Notes) 5'-0 0.000 69 36'-0'% 40.84 1.0490 6-0 0.487591 2926 P0(5'-0) 69 36'-0'/z 48.65 3 (See 270'-0'/z 120 23.171 Notes) Flow(q)from Route 3 36-0 58 36'-0'/2 81.72 3.2600 - 0.007031 2M(5'-0),2fT(13'-0) 306'-0/z 2.152 58 36'-0'/z 4 (See 10'-5'/2 120 25.323 Notes) 84'-8'/z 2.958 57 29'-2'/: 81.72 4.2600 0.001911 2fE(6'-9'/z),CV(28'-11'/z),BV(1 95-1/z 0.182 5'-9%),PO(26'-4),Hyd 57 29'-2'/z 6 (See 146'-3 120 28.463 Notes) 20T-1'/: 12.450 6 0'-6 81.72 6.3570 � 0.000272 2Z,4fE(10'-0),C(37'-8'/s),2BF 349'4/z 17.713 P(-7.000),CV(40'-3),BV(12'-7) E(17'-7),T(25'-0),2Tr(10'-0), ***In 6 0'-6 6 (See 193'-11'/z 140 58.626 Notes) 88'-3 2.168 0.000217 LtE(14'-2),2EE(11'-0'/2),GV(4'- 5 4'-6 81.72 6.2800 282'-2'/z 0.061 8%),T(47,-3,/:) 5 4-6 8 (See 630'-6Y2 140 60.855 Notes) 89'-11 0.000053 2EE(15'-3),T(59'-4'/2) 4 4'-6 81.72 8.3900 720'-5'/z 0.038 4 4-6 12 (See 419'-11 140 60.893 Notes) 98'-3'/2 3 4-6 81.72 12.4600 0.000008 0.004 T(98'-3'/2) 518'-2/z 3 4-6 6 (See 11'-0 140 60.897 Notes) 26'-9'/2 -2.168 0.000217 GV(4'-8%),E(22'-1) 2 0'-6 81.72 6.2800 37'-9'/z 0.008 k,©M.E.P.CAD,Inc. AutoSPRINK 2020 06.3.9.0 5 5/14/2021 3:36:42PM Page 4 rJob Narrte:FOWLER SQUARE Remote Area Number: 5 Date: 5/14/2021 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 Foot Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Po directly to(Pf)and shown as 2 0'-6 6 (See 3'-0 120 58.738 Notes) -1.301 1 3'-6 81.72 6.0650 3'-0 0.000342 0.001 S 100.00 57.438 Hose Allowance At Source 1 181.72 Total(Pt) Route 1 1004 35'-4 4.9 20.14 1 (See 16-7 150 16.899 •••••Route 2••••• Notes) Sprinkler, 15'-0 -0.316 76 36'-0'/2 20.14 1.1010 31'7 0.068945 2 178 E(7'-0),T(5'-0),3Tr(1'-0) '-8Ys 150 18.761 76 36'-0'/ 20.73 1 (See 4 Flow(q)from Route 3 Notes) 1'-0 -0.000 72 36'-OY2 40.87 1.1010 5'-8/z 1 0.255271 1.459 Tr(1'-0) 72 36'-OY2 1 (See 1'-0 120 20.219 Notes) 5'-0 0.000 74 36'-OY2 40.87 1.0490 0.488218 PO(5'-0) 6'-0 2.929 74 36'-OY2 3 1 T-6 120 23.149 69 36'-OY2 40.87 3.2600 0.001952 11'-6 0.022 23.171 Total(Pt) Route 2 1003 35'-4 4.9 20.73 1 (See 4'-3 150 17.896 .....Route 3 Notes) Sprinkler, 12'-0 -0.316 76 36'-0Y2 20.73 1.1010 16'-3 0.072699 1.181 E(7'-0),T(5'-0) 18.761 Total(Pt) Route 3 1001 35'-4 4.9 20.84 1 (See 1'-9 150 18.095 .....Route 4 Notes) Sprinkler, 12'-0 -0.316 71 36'-O'/ 20.84 1.1010 13 9 0.073445 1.010 E(7'-0),T(5'-0) 18.789 Total(Pt) Route 4 ©M.E.P.CAD,Inc. ! 9 AutoSPRINK 2020 06.3.9.0 5 5/14/2021 3:36:42PM Page 5 iJob Narri`e: FOWLER SQUARE Remote Area Number: 5 Date: 5/14/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90°Elbow EE 45'Elbow Eel 11%'Elbow Eel 22%2 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �,©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.9.0 5 5/14/2021 3:36:42PM Page Hydraulic Calculations for Project Name: FOWLER SQUARE Location:719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP revised.cad Calculation Date:5/14/2021 Design Remote Area Number: 6 Remote Area Location: 3RD LEVEL INTERSTITIAL Occupancy Classification: Light Hazard NA Density 0.10gpm/ft2 Area of Application: 1500ft'(Actual 955ft') Coverage per Sprinkler: 144ft2 Type of sprinklers calculated: Upright No.of sprinklers calculated: 9 No.of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Allowance at Source 135.65 at Node: 57 Type: Hydrant .Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 244.97 @ 54.732 (Safety Margin=5.142) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Firetek Sprinkler Systems, LLC. Address: 58 Hudson River Rd,Waterford, NY 12188 Phone Number: Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. ,.JAutoSPRINK 2020 v16.3.9.0 6 5/14/2021 3:36:48PM Page 1 o j Hydraulic Graph Job Name:FOWLER SQUARE N 1.85 Remote Area Number:6 Date:5/14/2021 too Supply Summary Sheet so Node:1 ao 70 Available Supply 6D =Static Pressure 80.000 751.00 Q 59.000 244.97 Q 59.874 244.97 with HbseAllbwance at Source O F,7 G a` 40 11 System demand wrva 30 20 10 01111111111 0150 300 450 f'A0 750 900 10F0 1200 1350 1500 FI a.v-gpm &@ M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.9.0 5/14/2021 3:36:50PM Page 2 ` Job Name: FOWLER SQUARE Remote Area Number: 6 Date: 5/14/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) °C (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 1 751.00 59.874 244.97 54.732 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 3'-6 Supply 54.732 144.97 1101 37'-9 Sprinkler 9.780 17.51 1102 37'-9 Sprinkler 7.557 15.39 1103 37'-9 Sprinkler 10.043 17.75 1104 37'-9 Sprinkler 7.000 14.82 1105 37'-9 Sprinkler 7.879 15.72 1106 37'-9 Sprinkler 10.002 17.71 1107 37'-9 Sprinkler 7.300 15.13 1108 37'-9 Sprinkler 7.826 15.67 1109 37'-9 Sprinkler 7.437 15.27 2 0'-6 56.030 3 4-6 58.174 4 4-6 58.162 5 4-6 58.052 6 0'-6 Gauge 55.708 57 29'-2'/ Hydrant 26.086 58 36'-0'/z 22.603 64 36'-0'/2 12.964 65 36'-0'/2 16.866 ©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.9.0 5/14/2021 3:36:52PM Page 3 Job Name: FOWLER SQUARE Remote Area Number: 6 Date: 5/14/2021 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 66 36'-OYz 10.888 67 36'-OY2 8.589 68 36'-OY2 11.159 69 36'-OY2 16.638 70 36'-OY2 12.603 72 36'-OYz 12.564 73 36'-OY2 8.921 74 36'-OY2 16.607 75 36'-0'/2 11.117 77 36'-OY2 8.867 A[5,©M.E.P.CAD,Inc. AutoSPRINK 2020 06.3.9.0 5/14/2021 3:36:52PM Page 4 'Job Name: FOWLER SQUARE Remote Area Number:6 Date: 5/14/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 Foot Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(PQ directly to(Pf)and shown as IT-6 150 7.000 .....Route I..... 1104 37'-9 5.6 14.82 1 (See Sprinkler, Notes) 8'-0 0.750 67 36'-0'/z 14.82 1.1010 21'6 0.039060 0 839 T(5'-0),3Tr(1'-0) 67 36'-0'/z 15.39 1 (See 11'-9 150 8.589 Notes) Flow(q)from Route 4 4'-0 66 36'-0'/z 30.21 1.1010 15-9 0.145935 2 299 4Tr(1'-0) 66 36'-0'/z 17.51 1 6-1% 150 10.888 Flow(q)from Route 7 64 36'-0'/z 47.72 1.1010 0.340031 2.076 64 36'-0'/z 1 (See 11-0 120 12.964 Notes) 5'-0 65 36'-0'/z 47.72 1.0490 0.650324 1`0(5'-0) 6'-0 3.902 65 36'-0'/ 97.24 3 (See 256'-6 120 16.866 Notes) Flow(q)from Route 2 26-0 0.000 58 36'-0'/z 144.97 3.2600 282'-6 5.737 0.020306 2ff(13'-0) 58 36'-0'/z 4 (See 10'-5%z 120 22.603 Notes) 84'-8'/2 2.958 57 29'-2Yz 144.97 4.2600 0.005518 2fE(6'-9Yz),CV(28'-11'/z),BV(1 95'-1Yz 0.525 5'-9'/),PO(26'-4),Hyd 57 29'-2Yz 6 (See 146-3 120 26.086 Notes) 203'-1 Yz 12.450 6 0'-6 144.97 6.3570 0.000786 2Z,4fE(10'-0),C(37'-8Yz),26F 349'4/z 17.172 P(-7.000),CV(40'-3),BV(12'-7) E(17'-7),T(25'-0),2Tr(10'-0), -In 6 0'-6 6 (See 193'-11 Yz 140 55.708 Notes) 88'-3 2.168 5 4-6 144.97 6.2800 282'-2Yz 0.000627 0.177 LtE(14'-2),2EE(11'-0Yz),GV(4'- 8Yz),T(47'-3Yz) 5 4-6 8 (See 630'-6Yz 140 58.052 Notes) 89'-11 0.000153 2EE(15'-3),T(59'4Yz) 4 4'-6 144.97 8.3900 720'-5Yz 0.110 4 4-6 12 (See 419'-11 140 58.162 Notes) 98'-3Yz 3 4-6 144.97 12.4600 518'2Yz 0.000022 0.012 T(98'-3'/) [�j,©M.E.P.CAD,Inc. �j.j AutoSPRINK 2020 06.3.9.0 6 5/14/2021 3:36:54PM Page 5 `Job Name: FOWLER SQUARE Remote Area Number:6 Date: 5/14/2021 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 Foot Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Po directly to(Pf)and shown as 3 4-6 6 (See 11'-0� 140 58.174 Notes) 26'-9'/ -2.168 2 0'-6 144.97 6.2800 37'-9/2 0.000627 0.024 GV(4'-8'/z),E(22'-1) 2 0'-6 6 (See r3- 120 56.030 Notes) -1.301 3'-6 144.97 6.0650 0.000988 S 0.003 100.00 54.732 Hose Allowance At Source 1 244.97 Total(Pt) Route 1 13'-6 150 7.300 •••••Route 2••••• 1107 37'-9 5.6 15.13 1 (See Sprinkler, Notes) 8'-0 0.750 73 36'-OYz 15.13 1.1010 21'-6 0.040603 0.872 T(5'-0),cplg(1'-0),2Tr(1'-0) 73 36'-0'/ 15.72 1 (See 11'-9 150 8.921 Notes) Flow(q)from Route 6 3'-0 68 36'-0'/ 30.85 1.1010 14-9 0.151686 2.238 3Tr(1'-0) 68 36-0'/2 17.75 1 4'-1'/ 150 11.159 Flow(q)from Route 9 70 36'-0% 48.59 1.1010 0.351608 IV-1h 1.444 70 36'-0'/2 40.84 1 (See 11-0 120 12.603 Notes) Flow(q)from Route 1 5'-0 0.000 69 36'-0'/ 48.59 1.0490 0.672465 PO(5'-0) 6-0 4.035 69 36'-0'/2 48.65 3 (See 13'-6 120 16.638 Notes) Flow(q)from Route 3 10'-0 -0.000 65 36'-0'% 97.24 3.2600 23'6 0.009701 0 228 2fE(5'-0) 16.866 Total(Pt) Route 2 1109 37'-9 5.6 15.27 1 (See 9'-6 150 7.437 •••••Route 3••••• Notes) Sprinkler, 7'-0 0.750 77 36'-0'/z 15.27 1.1010 0.041309 T(5'-0),2Tr(1'-0) 16-6 0.681 77 36'-0'/2 15.67 1 (See 11'-9 150 8.867 Flow(q)from Route 5 Notes) 3'-0 75 36'-0'% 30.94 1.1010 0.152500 2.250 3Tr(1'-0) 14'-9 75 36'-0'/2 17.71 1 4'-1'/2 150 11.117 Flow(q)from Route 8 72 36'-0'/: 48.65 1.1010 - 0.352321 4'-1/: 1.447 ©M.E.P.CAD,Inc. 51 AutoSPRINK 2020 06.3.9.0 6 5/14/2021 3:36:54PM Page 6 'Job Name: FOWLER SQUARE Remote Area Number:6 Date:5/14/2021 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 Foot Actual ID Length Total (Foot) (Q) (psi)(Foot) (Foot) Friction(PQ directly to(Pf)and shown as 72 36'-0'/2 40.87 1 (See 11-0 120 12.564 Flow(q)from Route 2 Notes) 5'-0 0.000 74 36'-0'/z 48.65 1.0490 6-0 0.673829 4.043 PO(5'-0) 74 36'-OY 40.87 3 11'-6 120 16.607 Flow(q)from Route 2 69 36'-0'/z 48.657 8.65 3.2600 0.002694 11'-6 0.031 16.638 Total(Pt) Route 3 1102 37'-9 5.6 15.39 1 (See 1'-9 150 7.557 .....Route 4 Notes) Sprinkler, 5'-0 0.750 67 36'-0'/z 15.39 1.1010 6 9 0.041926 0.282 T(5'-0) 8.589 Total(Pt) Route 4 1108 37'-9 5.6 15.67 1 (See 1'-9 150 7.826 .....Route 5 Notes) Sprinkler, 5'-0 0.750 77 36'-0'/: 15.67 1.1010 6'-9 0.043306 0.291 T(5'-0) 8.867 Total(Pt) Route 5 1'-9 150 7.879 •••••Route s••••• 1105 37'-9 5.6 15.72 1 (See Sprinkler, Notes) 5'-0 0.750 73 36'-0'/2 15.72 1.1010 6-9 0.043574 0 z93 T(5'-0) 8.921 Total(Pt) Route 6 1101 37'-9 5.6 17.51 1 (See 1'-9 150 9.780 .....Route 7 Notes) Sprinkler, 5'-0 0.750 66 36'-0'/Z 17.51 1.1010 6'-9 0.053220 0.358 T(5'-0) 10.888 Total(Pt) Route 7 1106 37'-9 5.6 17.71 1 (See 1'-9 150 10.002 •••••Route 8••••• Notes) 5'-0 0.750 Sprinkler, 75 36'-0'/: 17.71 1.1010 6-9 0.054336 0.366 T(5'-0) 11.117 Total(Pt) Route 8 1103 37'-9 5.6 17.75 1 (See 1'-9 150 10.043 .....Route 9 Notes) Sprinkler, 5'-0 0.750 68 36'-0'/z 17.75 1.1010 6-9 0.054541 0.367 T(5'-0) 11.159 Total(Pt) Route 9 ©M.E.P.CAD,Inc. AutoSPRINK 2020 06.3.9.0 6 5/14/2021 3:36:54PM Page 7 'Job Name: FOWLER SQUARE Remote Area Number:6 Date:5/14/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 -150 =Factor Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90'Elbow EE 45°Elbow Eel lI%*Elbow Eel 22'/2 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90'FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle PI Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �{ ©M.E.P.CAD,Inc. jj-jAutoSPRINK2020v16.3.9.0 6 5/14/2021 3:36:53PM Page i Hydraulic Calculations for Project Name: FOWLER SQUARE Location:719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP revised.cad Calculation Date:5/14/2021 Design Remote Area Number: 1 Remote Area Location: 1ST LEVEL FUTURE TENANT Occupancy Classification: Ordinary Group II NA Density 0.20gpm/ft2 Area of Application: 1500ft'(Actual 1039ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 12 No.of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1 Type: Allowance at Source 135.65 at Node: 57 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 578.67 @ 43.294 (Safety Margin= 16.089) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Firetek Sprinkler Systems, LLC. Address: 58 Hudson River Rd,Waterford, NY 12188 Phone Number: I Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction:_ Notes: Automatic peaking results Left: N/A Right:261.663 kO M.E.P.CAD, Inc. 4�JAutoSPRINK 2020 v16.3.9.0 1 5/14/2021 3:36:59PM Page 1 Hydraulic Graph Job Name:FOWLER SQUARE N 1.85 Remote Area Number:1 Date:5/14/2021 100 Supply Summary Sheet so Node:1 ea 70 Available Supply 80 —Static Pressure 20.000_578.67 Q 59.383-751.00 Q 59.000 ° 50 w 2 328.87 Q 43.294 —578.27 with Hass All owe nce at Source 30 SyntEm,demand curvi 20 10 0150 300 45-0 a-00, 750 900 105-0 1200 13:A 1500 Flav-gpm (&,©M.E.P.CAD,Inc. 9 AutoSPRINK 2020 06.3.9.0 5/14/2021 3:37:OOPM Page 2 Job Name: FOWLER SQUARE Remote Area Number: 1 Date: 5/14/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) °@ (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 1 751.00 59.383 578.67 43.294 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 3'-6 Supply 43.294 328.67 1201 12'-3'/2 Sprinkler 10.612 26.06 1202 12'-3'/2 Sprinkler 10.562 26.00 1203 12'-3'/ Sprinkler 10.673 26.14 1204 12'-3'/z Sprinkler 10.601 26.05 1205 11'-10'/2 Sprinkler 11.383 26.99 1206 11'-10'/2 Sprinkler 13.395 29.28 1207 11'-10'/2 Sprinkler 11.247 26.83 1208 11'-10'/2 Sprinkler 11.788 27.47 1209 11'-10'/2 Sprinkler 12.745 28.56 1210 11'-10'% Sprinkler 11.649 27.30 1211 11'-10'/z Sprinkler 13.159 29.02 1212 11'-10'/2 Sprinkler 13.115 28.97 2 0'-6 44.581 3 4-6 46.641 4 -4'-6 46.589 5 4-6 46.088 6 0'-6 Gauge 43.116 7 3'-10 32.771 ($,©M.E.P.CAD,Inc. J1 AutoSPRINK 2020 v16.3.9.0 5/14/2021 3:37:03PM Page 3 Job Name: FOWLER SQUARE Remote Area Number: 1 Date: 5/14/2021 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 8 11'-0 12.508 9 11'-0 12.453 10 11'-0 12.576 11 11'-0 12.496 12 11'-0 13.094 13 11'-0 14.531 14 11'-0 12.942 15 11'-0 13.543 16 11'-0 14.603 17 11'-0 13.388 18 11'-0 15.285 19 11'-0 15.164 20 11'-0 15.116 21 11'-0 15.060 22 11'-0 15.012 k,©M.E.P.CAD,Inc. MAutoSPRINK 2020 06.3.9.0 5/14/2021 3:37:03PM Page 4 L Job Name: FOWLER SQUARE Remote Area Number: 1 Date: 5/14/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Node 2 Actual ID Length Total Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added(Foot) (Q) (Foot) (Foot) (psi) Friction(PQ directly to(Pf)and shown as 1202 12'-3'/z 8 26.00 1 (See 1'-3'/z 120 10.562 .....Route 1 Notes) Sprinkler, 5'-0 0.560 9 11'-0 26.00 1.0490 0.211435 PO(5'-0) 6'-3/2 1.330 9 11'-0 2 6'-10 120 12.453 11 11'-0 26.00 2.1570 0.006317 6'-10 0.043 11 11'-0 26.05 2 (See 12'-7 120 12.496 Notes) Flow(q)from Route 2 7'-0 14 11'-0 52.05 2.1570 0.022811 2E(3'-6) 19'-7 0.447 14 11'-0 26.83 2 9'-0'/2 120 12.942 Flow(q)from Route 5 17 11'-0 78.88 2.1570 0.049221 0.446 17 11'-0 27.30 2 (See 7'-11'/2 120 13.388 Flow(q)from Route 7 Notes) 12'-3'/2 20 11'-0 106.18 2.1570 20'-3 1.727 0.085308 P0(12'-3%) 20 11'-0 28,97 4 9'-11 120 15.116 Flow(q)from Route 10 19 11'-0 135.15 4.2600 0.004847 9'-11 0.048 19 11'-0 57.84+29.02 4 9'-11 120 15.164 Flow(q)from Route 9 and 11 18 11'-0 222.01 4.2600 0.012140 9'-11 0.121 18 11'-0 106.65 4 (See 210'-7 120 15.285 Notes) Flow(q)from Route 3 83'-7 3.107 7 3'-10 328.67 4.2600 294'2 0.025086 14.379 2fT(16-0),fE(6'-9'/2),BFP(-7.0 00),CV(28'-11'/2),BV(15'-9'/2) 7 3'-10 6 (See 3'-1 120 32.771 Notes) 50'-0 1.445 6 0'-6 328.67 6.3570 0.003571 8.900 2E(10'-0),3Tr(10'-0),***Invalid 53'-1 ***(-2.093),Z,BFP(-7.000), BOR 6 0'-6 6 (See 193'-11'/2 140 43.116 Notes) 88'-3 2.168 0.002849 LtE(14'-2),2EE(11'-0'/2),GV(4'- 5 4'-6 328.67 6.2800 282'-2'/2 0.804 8+/2),T(47'-3'/2) 5 4-6 8 (See 630'-6'/2 140 46.088 Notes) 89'-11 0.000695 2EE(15'-3),T(59'-4'/2) 4 -4'-6 328.67 8.3900 720'-5'/2 0.501 ( ,©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.9.0 1 5/14/2021 3:37:04PM Page 5 Job Name: FOWLER SQUARE Remote Area Number: 1 Date:5/14/2021 - Pipe Information Elev 1 Flow added Fitting 8 Length C Factor Total(Pt) Notes s Node 1 (Foot) K-Factor this step" Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Pf Friction Elev(Pe) Length) Equiv. (Foot) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable,are added Node 2 Foot Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(M) directly to(Pf)and shown as 4 4-6 12 (See 419'-11 140 46.589 Notes) .98'-3'/2 3 4-6 328.67 12.4600 - 0.000101 T(98'-3'%) 518'-2/2 0.052 3 4-6 6 (See 11'-0 140 46.641 Notes) 26'-9'/z -2.168 0.002849 GV(4'-8%),E(22'-1) 2 0'-6 328.67 6.2800 37'-9'/: 0.108 2 0'-6 6 (See 3'-0 120 44.581 Notes) -1.301 1 3'-6 328.67 6.0650 0.004490 S 0.013 250.00 43.294 Hose Allowance At Source 1 578.67 Tot aI(Pt) Route 1 1204 12'-3%2 8 26.05 1 (See 1'-3% 120 10.601 •••••Route 2••••• Notes) 5'-0 0.560 Sprinkler, 11 11'-0 26.05 1.0490 6'-3/z 0.212150 1.335 PO(5'-0) 12.496 Total(Pt) Route 2 1'-3'% 120 10.612 •••••Route 3••••• 1201 12'-3'/z 8 26.06 1 (See Sprinkler, Notes) 5'-0 0.560 8 11'-0 26.06 1.0490 0.212345 PO(5'-0) 6'-3 1/2 1.336 8 11'-0 2 10'-10 120 12.508 10 11'-0 26.06 2.1570 0.006344 10'-10 0.069 10 11'-0 26.14 2 (See 15'-6% 120 12.576 Notes) Flow(q)from Route 4 7'-0 12 11'-0 52.20 2.1570 - 0.022932 2E(3'-6) 22'-6 0.511 12 11'-0 26.99 2 9'-0'/: 120 13.094 Flow(q)from Route 6 15 11'-0 79.19 2.1570 0.049581 0.449 15 11'-0 27.47 2 (See 7'-111/ 120 13.543 Flow(q)from Route 8 Notes) 12'-3'/z '18 11'-0 106.65 2.1570 20'-3 1.742 0.086014 PO(12'-3%) 15.285 Total(Pt) Route 3 ©M.E.P.CAD,Inc. Auto S P R I N K 2020 v16.3.9.0 1 5/14/2021 3:37:04PM Page 6 Job Name: FOWLER SQUARE Remote Area Number: 1 Date:5/14/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 Foot Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Po directly to(Pf)and shown as 1'-3'% 120 10.673 •••••Route 4••••• 1203 12'-3'/: 8 26.14 1 (See Sprinkler, Notes) 5'-0 0.560 10 11'-0 26.14 1.0490 6'-3/: 0.213485 1.343 PO(5'-0) 12.576 Total(Pt) Route 4 1207 11'-10'/2 8 26.83 1 (See 0'-10'/z 120 11.247 .....Route 6 Notes) 5'-0 0. Sprinkler, 379 14 11'-0 26.83 1.0490 5'-10/2% 1.316 0.224074 PO(5'-0) 12.942 Total(Pt) Route 5 0'-10'/z 120 11.383 •••••Route 6••••• 1205 11'-10'/z 8 26.99 1 (See Sprinkler, Notes) 5'-0 0.379 12 11'-0 26.99 1.0490 5'-10/2 1.331 0.226587 PO(5'-0) 13.094 Total(Pt) Route 6 1210 11'-10'/z 8 27.30 1 (See 0'-10'/2 120 11.649 •••••Route 7••••• Notes) 5'-0 0. Sprinkler, 379 17 11'-0 27.30 1.0490 5'-10/:1 0.231480 1.360 PO(5'-0) 13.388 Total(Pt) Route 7 1208 11'-10'/z 8 27.47 1 (See 0'-10'% 120 11.788 •••••Route 8••••• Notes) 6-00. Sprinkler, 379 15 11'-0 27.47 1.0490 5'-10/:% 1.375 0.234041 PO(5'-0) 13.543 Total(Pt) Route 8 1209 11'-10'% 8 28.56 1 (See 0'-10'/z 120 12.745 .....Route 9 Notes) Sprinkler, 5'-0 0.379 16 11'-0 28.56 1.0490 0.251559 PO(5'-0) 5'-10/2 1.478 16 11'-0 29.28 2 (See 71-11'% 120 14.603 Notes) Flow(q)from Route 12 E 11-0 57.84 2.1570 0.027728 0.561 PO(12'-3'/z) 15.164 Total(Pt) Route 9 1212 11'-10'/z 8 28.97 1 (See 0'-10% 120 13.115 .....Route 10 Notes) 6-00. Sprinkler, 379 22 11'-0 28.97 1.0490 0.258309 PO(5'-0) 5'-10/: 1.518 22 11'-0 2 (See 1 1'-1% 120 15.012 Notes) 12'-3,/: 20 11'-0 28.97 2.1570 13'-5 0.104 0.007717 P0(12'-3%) �,©M.E.P.CAD,Inc. AutoSPRINK2020v16.3.9.0 1 5/14/2021 3:37:04PM Page Job Name: FOWLER SQUARE Remote Area Number: 1 Date:5/14/2021 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent W Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv_ (Foot) Loss Per Unit when applicable,are added Node 2 Actual ID Length Total (Foot) (Q1 (Foot) (Foot) (psi) Friction(Pf) directly to(PO and shown as 15.116 I Total(Pt) Route 1211 11'-10'/2 8 29.02 1 (See 0'-10'/: 120 13.159 •••••Route 11••••• Notes) Sprinkler, 5'-0 0.379 21 11'-0 29.02 1.0490 - 0.259096 PO(5'-0) 5'-10 1.522 21 11'-0 2 (See 1'-1'/ 120 15.060 Notes) 121 19 11'-0 29.02 2.1570 0.007741 PO(12'-3'/:) 0.104 15.164- Total(Pt) Route 11 1206 11'-10'/: 8 29.28 1 (See 0'-10% 120 13.395 .....Route 12 Notes) 2'-0 0.379 Sprinkler, 13 11'-0 29.28 1.0490 0.263393 E(2'-0) 2'-10/: 0.757 13 11'-0 2 9'-0'/2 120 14.531 16 11'-0 29.28 2.1570 1 0.007869 9'-0/z 0.071 14.603 Total(Pt) Route 12 ©M.E.P.CAD,Inc. E1'AutoSPRINK 2020 06.3.9.0 1 5/14/2021 3:37:04PM Page 8 Job Name: FOWLER SQUARE Remote Area Number: 1 Date:5/14/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90°Elbow EE 45'Elbow Eel lI%'Elbow Ee2 22'/2 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90'FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD,Inc. 9 AutoSPRINK 2020 v16.3.9.0 1 5/14/2021 3:37:04PM Page 9 Hydraulic Calculations for Project Name: FOWLER SQUARE Location:719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP revised.cad Calculation Date:5/14/2021 Design Remote Area Number: 4 Remote Area Location: 1ST LEVEL FUTURE TENANT Occupancy Classification: Ordinary Group II NA Density 0.20gpm/ft' Area of Application: 1500ft2(Actual 1103ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Upright No.of sprinklers calculated: 9 No. of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1 Type: Allowance at Source 135.65 at Node: 57 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 500.89 @ 42.826 (Safety Margin= 16.702) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Firetek Sprinkler Systems, LLC. Address: 58 Hudson River Rd,Waterford, NY 12188 Phone Number: Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left:261.002 Right: N/A I&C M.E.P.CAD, Inc. � AutoSPRINK 2020 v16.3.9.0 4 5/14/2021 3:37:10PM Page 1 �. Hydraulic Graph Job Name:FOWLER SQUARE N 1.e5 Remote Area Number:4 Date:5/14/2021 100 Supply Summary Sheet so Node:1 so 70 Ava 1-11:Supply e0 —Static Pressure e0.D00c.00.89 Q 59.527 751 AD Q 59.000 O !0 O i a2P0.89 Q 42.825 - 40 . --o 500.89 xith HaseAllcwanre at Source 30 `System demand curve 20 r 10 0 0150 300 450 e00 750 900 1050 1200 1350 1500 Flu.v-gpm 4 d&,@ M.E.P.CAD,Inc. 9 AutoSPRINK 2020 06.3.9.0 5/14/2021 3:37:11 PM Page 2 i Job Name: FOWLER SQUARE Remote Area Number: 4 Date: 5/14/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) °C (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 1 751.00 59.527 500.89 42.826 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 3'-6 Supply 42.826 250.89 1301 12'-3'/ Sprinkler 10.562 26.00 1302 12'-3'/z Sprinkler 11.151 26.72 1303 12'-3'/z Sprinkler 10.616 26.07 1304 11'-10'/2 Sprinkler 11.614 27.26 1305 11'-10'/2 Sprinkler 12.335 28.10 1306 0'-0'/= Sprinkler 14.140 30.08 1307 11'-10'/z Sprinkler 12.543 28.33 1308 11'-10'/2 Sprinkler 13.312 29.19 1309 11'-10'/z Sprinkler 13.270 29.14 2 0'-6 44.118 3 4-6 46.220 4 4-6 46.189 5 4-6 45.885 6 0'-6 Gauge 43.229 7 3'-10 32.769 34 11'-0 13.071 35 11'-0 14.072 36 11'-0 13.133 d(�©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.9.0 5/14/2021 3:37:13PM Page 3 Job Name: FOWLER SQUARE Remote Area Number: 4 Date: 5/14/2021 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 37 11'-0 13.350 38 11'-0 14.148 39 11'-0 13.806 40 11'-0 14.378 41 11'-0 15.359 43 11'-0 15.313 45 11'-0 15.230 47 11'-0 15.184 �,©M.E.P.CAD,Inc. AutoSPRI NK,2020 v16.3.9.0 5/14/2021 3:37:13PM Page 4 Job Name: FOWLER SQUARE Remote Area Number:4 Date:5/14/2021 Pipe Information Elev 1 Flow added Fitting & Length C Factor Total(Pt) Notes s Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 Actual ID Length Total (Foot) lQ) (Foot) (Foot) (psi) Friction(Pf) directly to(Pf)and shown as 1301 12'-3%z 8 26.00 1 (See 2'-2'/ 120 10.562 .....Route I..... Sprinkler, Notes) 7'-0 0.560 0.211435 E(2'-0),PO(5'-0) 34 11'-0 26.00 1.0490 9'-2,/z 1.948 34 11'-0 2 9'-10 120 13.071 36 11'-0 26.00 2.1570 0.006317 9'-10 0.062 36 11'-0 26.07 2 9'-6 120 13.133 Flow(q)from Route 2 37 11'-0 52.07 2.1570 0.022825 9'-6 0.217 37 11'-0 27.26 2 9'-2 120 13.350 Flow(q)from Route 4 39 11'-0 79.33 2.1570 0.049746 9'-2 0.456 39 11'-0 30.08 2 (See 4'-11 120 13.806 Flow(q)from Route 9 Notes) 12'-3,/z 41 11'-0 109.41 2.1570 1 T-2/z 0.090173 1.553 PO(12'-3%) 41 11'-0 112.29+29.19 4 (See 396'-2%z 120 15.359 Notes) Flow(q)from Route 3 and 8 83'-7 3.107 7 3'-10 250.89 4.2600 0.015222 2FF(16'-0),fE(6'-9'/z),BFP(-7.0 479'-9/z 14.303 00),CV(28'-11'/z),BV(15'-9'/z) 7 T-10 6 (See 3'-1 120 32.769 Notes) 50'-0 1.445 6 0'-6 250.89 6.3570 53'-1 0.002167 9.015 2E(10'-0),3Tr(10'-0),-Invalid -(-2.093),Z,BFP(-7.000), BOR 6 0'-6 6 (See 193'-11'/ 140 43.229 Notes) 88'-3 2.168 5 4-6 250.89 6.2800 282'-2/z 0.001729 0.488 LtE(14'-2),2EE(11'-0%),GV(4'- 5 4-6 8 (See 630'-6'/ 140 45.885 Notes) 89'-11 4 4-6 250.89 8.3900 720'-5'/z 0.000422 0.304 2EE(15'-3),T(59'-4'/z) 4 4-6 12 (See 419'-11 140 46.189 Notes) 98'-3% 3 4-6 250.89 12.4600 0.000061 T(98'-3'/z) 518'-2% 0.032 3 4-6 6 (See 1 11'-0 140 46.220 Notes) 26 2 -2.168 2 0'-6 250.89 6.2800 0.001729 GV(4'-8'/z),E(22'-1) 37'-9'/z 0.065 (�,©M.E.P.CAD,Inc. 'AutoSPRINK2020v16.3.9.0 4 5/14/2021 3:37:15PM Pages Job Name: FOWLER SQUARE Remote Area Number:4 Date: 5/14/2021 Pipe Information Elev 1 Flow added Fitting & Length C Factor Total(Pt) Notes s Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Pf Friction Elev(Pe) Length) Equiv. (Foot) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable,are added Node 2 Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Po directly to(Pf)and shown as 2 0'-6 6 (See 3'-0 120 44.118 Notes) -1.301 1 3'-6 250.89 6.0650 3'-0 0.002725 0.008 S 250.00 42.826 Hose Allowance At Source 1 500.89 Total(Pt) Route 1 1303 12'-3'/z 8 26.07 1 (See 2'-2'/Z 120 10.616 •••••Route 2••••• Notes) Sprinkler, 7'-0 0.560 36 0.212419 E(2'-0),PO(5'-0)11'-0 26.07 1.0490 1.957 13.133 Total(Pt) Route 2 1302 12'-3'/2 8 26.72 1 (See 3'-7'/ 120 11.151 •••••Route 3••••• Notes) Sprinkler, 7'-0 0.560 35 11'-0 26.72 1.0490 10'-7/2 0.222318 2.360 E(2'-0),PO(5'-0) 35 11'-0 2 11'-6 120 14.072 38 11'-0 26.72 2.1570 0.006642 11'-6 0.076 38 11'-0 28.10 2 9'-2 120 14.148 Flow(q)from Route 5 40 11'-0 54.81 2.1570 0.025103 9'-2 0.230 40 11'-0 28.33 2 (See 4'-11 120 14.378 Flow(q)from Route 6 Notes) 12'-3'/2 43 11'-0 83.14 2.1570 0.054262 0.935 PO(12'-3%) 43 11'-0 29.14 4 13'-5'/z 120 15.313 Flow(q)from Route 7 41 11'-0 112.29 4.2600 0.003440 13'-5/z 0.046 15.359 Total(Pt) Route 3 1304 11'-10'/2 8 27.26 1 (See 0'-10'/z 120 11.614 .....Route 4 Notes) Sprinkler, 6-0 0.379 37 11'-0 27.26 1.0490 0.230842 P0(5'-0) 5'-10/z 1.356 13.350 Total(Pt) Route 4 1305 11'-10'/2 8 28.10 1 (See 0'-10'/z 120 12.335 .....Route 6..... Notes) Sprinkler, 6-0 0.379 38 11'-0 28.10 1.0490 0.244057 PO(5'-0) . 5'-10% 1.434 ©M.E.P.CAD,Inc. j9 AutoSPRINK2020 v16.3.9.0 4 5/14/2021 3:37:15PM Page 6 Job Name: FOWLER SQUARE Remote Area Number:4 Date:5/14/2021 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this lgs)tep Nominal ID Devices (Foot) Fitting/Device(Equivalent Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (0) Actual ID IF goY, Total (psi) Friction(Pq directly to(Pt)and shown as (Foot) 14.148 I Total(Pt) Route 5 1307 11'-10/z ' 120 12.543 .....Route 6 ' 8 28.33 1 (See 0'-10% Notes) Sprinkler, 6-0 0.379 40 11'-0 28.33 1.0490 0.247857 PO(5'-0) 5'-10'/2 1.456 14.378 Total(Pt) Route 6 1309 11'-10'/ 8 29.14 1 (See 0'-10'/z 120 13.270 .....Route 7 Notes) 5'-0 0.379 Sprinkler, 47 11'-0 29.14 1.0490 5'-10/2, 1.534 0.261128 PO(5'-0) 47 11'-0 2 (See 4'-3 120 15.184 Notes) 12'-3'/z 43 11'-0 29.14 2.1570 16'-6'/z 0.007802 0.129 PO(12'-3'/z) 15.313 Total(Pt) Route 7 1308 11'-10'/ 8 29.19 1 (See 0'-10'/2 120 13.312 .....Route 8 Notes) 5'-0 0.379 Sprinkler, 45 11'-0 29.19 1.0490 5'-10'/z 0.261884 1.539 PO(5'-0) 45 11'-0 2 (See 4'-3 120 15.230 Notes) 12'-3'/z 41 11'-0 29.19 2.1570 16'-6'/z 0.007824 0.130 PO(12'-3'/z) 15.359 Total(Pt) Route 8 1306 0'-0'/z 8 30.08 1 (See 11'-0 120 14.140 •••••Route 9••••• Notes) Sprinkler, 6-0 -4.760 39 11'-0 30.08 1.0490 16-0 0.276932 4.425 PO(5'-0) 13.806 Total(Pt) Route 9 �j ©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.9.0 4 5/14/2021 3:37:15PM Page 7 Job Name: FOWLER SQUARE Remote Area Number:4 Date:5/14/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer . BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90°Elbow EE 45°Elbow Eel 11%4 Elbow Eel 22%'Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF VUrsbo WMV Water Meter Valve Z Cap �,©M.E.P.CAD,Inc. l�'.,��AutoSPRINK2020v16.3.9.0 4 5/14/2021 3:37:15PM Page Hydraulic Calculations for Project Name: FOWLER SQUARE Location: 719 BAY ROAD, QUEENSBURY,-NY 12804, Drawing Name: FOWLER FP revised.cad Calculation Date: 5/14/2021 Design Remote Area Number: 3 Remote Area Location: 1ST LEVEL CLUB HOUSE Occupancy Classification: Light Hazard . NA Density 0.10gpm/ft2 Area of Application: 1500ft2(Actual 1046ftZ) Coverage per Sprinkler: 196ft2 Type of sprinklers calculated: Pendent No.of sprinklers calculated: 8 No.of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Allowance at Source 135.65 at'Node: 57 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 262.03 @ 40.419 (Safety Margin= 19.438) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A f Name of Contractor: Firetek Sprinkler Systems, LLC. Address: 58 Hudson River Rd,Waterford, NY 12188 Phone Number: Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left:260.927 Right: N/A M.E.P.CAD, Inc. ; AutoSPRINK 2020 v16.3.9.0 3 5/14/2021 3:37:20PM Page 1 Hydraulic Graph Job Name:FOWLER SQUARE N 1.e5 Remote Area Number:3 Date:5/14/2021 10D Supply Summary Sheet 9� Node:1 sa 70 Available Supply 80 —Stsuc Pressure 2.0.000 751.00{ 59.000 252.03 Q 59.85r 6 m .50 5 0 R 182.03 40.419 40 252.03 with Hose Allo'eance at Source System demand ajr.•e 20 10 0 0150 300. 4FO coo 750 e0o 1050' 1230 1350 1500 Flow-gpm ©M.E.P.CAD,Inc. F0 AutoSPRINK 2020 v16.3.9.0 5/14/2021 3:37:22PM Page 2 Job Name: FOWLER SQUARE Remote Area Number: 3 Date: 5/14/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) oC (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 1 751.00 59.857 262.03 40.419 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 3'-6 Supply 40.419 162.03 1401 10'-0 Sprinkler 14.407 21.26 1402 10'-0 Sprinkler 13.383 20.49 1403 10'-0 Sprinkler 12.501 19.80 1404 10'-0 Sprinkler 12.259 19.61 1405 10'-0 Sprinkler 14.076 21.01 1406 10'-0 Sprinkler 13.373 20.48 1407 10'-0 Sprinkler 12.492 19.79 1408 10'-0 Sprinkler 12.250 19.60 2 0'-6 41.716 3 4-6 43.855 4 4-6 43.841 5 4-6 43.705 6 0'-6 Gauge 41.320 7 3'-10 30.179 42 11'-0 17.373 44 11'-0 17.384 46 11'-0 15.508 48 11'-0 14.385 �,©M.E.P.CAD,Inc. �-JjAutoSPRINK 2020 06.3.9.0 5/14/2021 3:37:24PM Page 3 Job Name: FOWLER SQUARE Remote Area Number: 3 Date: 5/14/2021 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 49 11'-0 13.416 50 11'-0 13.149 51 11'-0 17.321 52 11'-0 15.145 53 11'-0 14.374 54 11'-0 13.405 55 11'-0 13.139 56 11'-0 17.308 k,©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.9.0 5/14/2021 3:37:24PM Page 4 Job Name: FOWLER SQUARE Remote Area Number: 3 Date: 5/14/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent M Fitting Pf Friction Elev(Pe) Length) El 2 Total Flow Equiv. (Foot) Loss Per Unit Fixed Pressure Losses, Node 2 (Foot) (Q) Actual ID (Foot F oot) when applicable,are added Total (psi) Friction(Pf) directly to(Pf)and shown as (Foot) 1408 10'-0 5.6 19.60 1 (See 1'-5'/2 120 12.250 .....Route 1 Notes) Sprinkler, 9'-0 -0.424 55 11'-0 19.60 1.0490 - 0.125357 2E(2'-0),PO(5'-0) 10'-5/2 1.314 55 11'-0 1'/4 10'-0 120 13.139 54 11'-0 19.60 1.4420 0.026617 10'-0 0.266 54 11'-0 19.79 1'/4 10'-0 120 13.405 Flow(q)from Route 3 53 11'-0 39.39 1.4420 0.096831 10'-0 0.968 53 11'-0 20.48 1'/4 (See 6'-6'/z 120 14.374 Notes) Flow(q)from Route 5 7'-5 56 11'-0 59.87 1.4420 13'-11/2 1 0.210065 2.934 PO(7'-5) 56 11'-0 4 12'-0 120 17.308 51 11'-0 59.87 4.2600 0.001075 12'-0 0.013 51 11'-0 59.89 4 (See 9'-6'/z 120 17.321 Notes) Flow(q)from Route 2 6'-9'/2 44 11'-0 119.77 4.2600 16 0.003876 0.063 Tr(6'-9'/2) 44 11'-0 42.27 4 (See 328'-10'/2 120 17.384 Notes) Flow(q)from Route 7 67'-7 3.107 7 3'-10 162.03 4.2600 1 0.006779 fT(16'-0),fE(6'-9'/),BFP(-7.00 396'-5/2 9.688 0),CV(28'-11'/:),BV(15'-9'/2) 7 3'-10 6 (See 3'-1 120 30.179 Notes) 50'-0 1.445 6 0'-6 162.03 6.3570 53'-1 0.000965 9.696 2E(10'-0),3Tr(10'-0),""Invalid -(-2.093),Z,BFP(-7.000), BOR 6 0'-6 6 (See 193'-11'/2 140 41.320 Notes) 88'-3 2.168 5 4-6 162.03 6.2800 0.000770 LtE(14'-2),2EE(11'-0'/),GV(4'- 282'-2/2 0.217 8%),T(47'_3'/2) 5 4-6 8 (See 630'-6'/2 140 43.705 Notes) 89'-11 4 4-6 162.03 8.3900 720'-5'/z 0.000188 0.135 2EE(15'-3),T(59'-4'/2) 4 4-6 12 (See 419'-11 140 43.841 Notes) 98.3'2 3 -4'-6 162.03 12.4600 518'2'/2 0.000027 0.014 T(98'-3Y2) ©M.E.P.CAD,Inc. f 1��AutoSPRINK 2020 v16.3.9.0 3 5/14/2021 3:37:26PM Page 5 Job Name: FOWLER SQUARE Remote Area Number:3 Date: 5/14/2021 Pipe Information Elev 1 Flow added Fittings 8 Total(Pt)Length C Factor Notes Node 1 (Foot) K-Factor this qstep Nominal ID Devices' (Foot) Fitting/Device(Equivalent Fitting g Length) Pf Friction Elev(Pell Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID (Foot) F Length Total (psi) Friction(PQ directly to(PQ and shown as (Foot) 3 4-6 6 (See 11'-0 140 43.855 Notes) 26'-9'/ -2.168 2 0'-6 162.03 6.2800 37'-9/z 0.000770 0.029 GV(4'-8'/),E(22'-1) 2 0'-6 6 (See 3'-0 120 41.716 Notes) -1.301 1 3'-6 162.03 6.0650 3-0 0.001213 0.004 S 100.00, 40.419 Hose Allowance At Source 1 262.03 Total(Pt) Route 1 1'-6 120 12.259 •••••Route 2••••• 1404 10'-0 5.6 19.61 1 (See Sprinkler, Notes) 91_0 -0.424 50 11'-0 19.61 1.0490 10'-6 0.125444 1.315 2E(2'-0),PO(5'-0) 50 11'-0 1'/4 10'-0 120 13.149 49 11'-0 19.61 1.4420' 0.026636 10'-0 0.266 49 11'-0 19.80 1'/4 10'-0 120 13.416 Flow(q)from Route 4 48 11'-0 39.41 1.4420 0.096897 10'-0 0.969 48 11'-0 20.49 1'/4 (See 6.-6'/z 120 14.385 Notes) Flow(q)from Route 6 7'-5 51F1-r-O 59.89 1.4420 0.210209 PO(7'-5) 13'-11'/z 2.936 17.321 Total(Pt) Route 2 1407 10'-0 5.6 19.79 1 (See 1'-5% 120 12.492 .....Route 3..... Notes) 91_0 -0.424 Sprinkler, 0.127648 54 11'-0 19.79 1.0490 10'-5'/z 1.338 2E(2'-0),P0(5'-0) 13.405 Total(Pt) Route 3 1403 10'-0 5.6 19.80 1 (See 1'-6 12Q 12.501 .....Route 4 Notes) Sprinkler, 9'-0 -0.424 49 11'-0 19.80 1.0490 10'-6 0.127736 1.339 2E(2'-0),P0(5'-0) 13.416 Total(Pt) Route 4 1406 10'-0 5.6 20.48 1 (See 1'-5'% 120 13.373 •••••Route 5••••• Notes) 91_0 -0.424 Sprinkler, 0.135956 53 11'-0 20.48 1.0490 10'-5'/z 1.425 2E(2'-0),P0(5'-0) �,©M.E.P.CAD,Inc. P.i AutoSPRINK 2020 06.3.9.0 3 5/14/2021 3:37:26PM Page 6 Job Name: FOWLER SQUARE Remote Area Number: 3 Date: 5/14/2021 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 7 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent M Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to(Pf)and shown as I14.374 I Total(Pt) Route 5 1'-6 120 13.383 •••••Route 6••••• 1402 10'-0 5.6 20.49 1 (See Sprinkler, Notes) 9'-0 -0.424 0.136049 2E(2'-0),PO(5'-0)' 48 11'-0 20.49 1.0490 10'-6 1.426 14.385 Total(Pt) Route 6 1405 10'-0 5.6 21.01 1 (See 1'-6 120 14.076 .....Route 7 Notes) Sprinkler, 9'-0 -0.424 0.142548 2E(2'-0),PO(5'-0) 52 11'-0 21.01 1.0490 10'-6 1.494 52 11'-0 1'% 12'-0 120 15.145 46 11'-0 21.01 1.4420 0.030267 12'-0 0.363 46 11'-0 21.26 1'% (See 9'-5'/: 120 15.508 Flow(q)from Route 8 Notes) 42 11'-0 42.27 1.4420 0.110296 1.864 PO(7'-5) 16'=11 42 11'-0 4 (See 4'-6 120 17.373 Notes) 16'-0 44 11'-0 42.27 4.2600 0.000564 fT(16-0) 20'-6 0.012 17.384 Total(Pt) Route 7 1401 10'-0 5.6 21.26 1 (See 1'-6 120 14.407 Route 8 Notes) Sprinkler, 9'-0 -0.424 0.145644 2E(2'-0),PO(5'-0) 46 11'-0 21.26 1.0490 10'-6 1.526 15.508 Total(Pt) Route 8 �,©M.E.P.CAD,Inc. I.9AutoSPRINK202006.3.9.0 3 5/14/2021 3:37:26PM Page Job Name: FOWLER SQUARE Remote Area Number: 3 Date: 5/14/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Schedule 40 Steel Pipe Inside Diameter Factor) Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90°Elbow EE 45'Elbow Eel 11%'Elbow Eel 22'/2 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90'FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle Pl Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �S,©M.E.P.CAD,Inc. AutoSPRINK 2020 06.3.9.0 3 5/14/2021 3:37:26PM Page 8 Hydraulic Calculations for Project Name: FOWLER SQUARE Location:719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP revised.cad Calculation Date: 5/14/2021 Design Remote Area Number: 2 Remote Area Location: 1 ST LEVEL PARKING Occupancy Classification: Ordinary Group I NA Density 0.15gpm/ft' Area of Application: 1500ft'(Actual 959ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Pendent No.of sprinklers calculated: 8 No.of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1 Type: Allowance at Source 135.65 at Node: 57 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 412.14 @ 39.236 (Safety Margin=20.435) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Firetek Sprinkler Systems, LLC. Address: 58 Hudson River Rd, Waterford, NY 12188 Phone Number: Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left:261.352 Right:260.255 M.E.P.CAD, Inc. ;lAutoSPRINK 2020 06.3.9.0 2 5/14/2021 3:37:31 PM Pagel Hydraulic Graph Job Name:FOWLER SQUARE N 1.85 Remote Area Number:-2 Date:5/14/2021 too Supply Summary Sheet 90 Node:1 e0 70 60 =Static Pressure C0.000 751.00 Q 59.000 412.14 Q 59.670 - - o c0 A - O a` 40 162.14 g 39.235 412.14with Hose Allcvance at Source 30 System demand auve 20 10 0 0150 300. 4540 eaa 750 Soo 1050 1200 1350 1500 Flow-gpm M.E.P.CAD,Inc. EJI AutoSPRINK 2020 06.3.9.0 5/14/2021 3:37:32PM Page 2 i Job Name: FOWLER SQUARE Remote Area Number: 2 Date: 5/14/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) (gpm) (psi) (gpm) (psi) 1 Water Supply 60.000 59.000 751.00 59.670 412.14 39.236 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes - Node Node (psi) (gpm) 1 3'-6 Supply 39,236 162.14 1501 10'-0 Sprinkler 14.613 21.41 1502 10'-0 Sprinkler 14.278 21.16 1503 10'-0 Sprinkler 13.471 20.55 1504 10'-0 Sprinkler 12.421 19.74 1505 10'-0 Sprinkler 12.133 19.51 1506 10'-0 Sprinkler 13.463 20.55 1507 10'-0 Sprinkler 12.413 19.73 1508 10'-0 Sprinkler 12.125 19.50 2 0'-6 40.533 3 4-6 42.671 4 4-6 42.657 5 4-6 42.521 6 0'-6 Gauge 40.136 7 3'-10 28.996 23 11'-0 17.125 24 11'-0 15.735 25 11'-0 15.367 26 11'-0 14.481 k,©M.E.P.CAD,Inc. E'-JjAutoSPRINK 2020 06.3.9.0 5/14/2021 3:37:35PM Page 3 Job Name: FOWLER SQUARE Remote Area Number: 2 Date: 5/14/2021 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 27 11'-0 17.086 28 11'-0 13.010 29 11'-0 13.327 30 11'-0 14.472 31 11'-0 17.075 32 11'-0 13.002 33 11'-0 13.318 ©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.9.0 5/14/2021 3:37:35PM Page 4 Job Name: FOWLER SQUARE Remote Area Number:2 Date: 5/14/2021 Pipe Information Elev 1 Flow added Nominal ID Length C Factor Notes Node 1 K-Factor this stepFittings 8 Total(Pt) (Foot) Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (0) Actual ID Length Total (psi) Friction(Pf) directly to(Poand shown as (Foot) (Foot) 1508 10'-0 5.6 19.50 1 (See T-6 120 12.125 •••• Route 1 Notes) Sprinkler, 9'-0 -0.424 32 11'-0 19.50 1.0490 10'-6 0.124177 1.301 2E(2'-0),P0(5'-0) 32 11'-0 1'/a 12'-0 120 13.002 33 11'-0 19.50 1.4420 0.026367 12'-0 0.316 33 11'-0 19.73 1'% 12'-0 120 13.318 Flow(q)from Route 3 30 11'-0 39.23 1.4420 0.096092 12'-0 1.153 30 11'-0 20.55 1'/< (See 5'-0 120 14.472 Notes) 7'-5 Flow(q)from Route 5 31 11'-0 59.78 1.4420 12_5 0.209452 2.604 PO(7'-5) 31 11'-0 4 10'-0 120 17.075 27 11'-0 59.78 4.2600 6.001072 10'-0 0.011 27 11'-0 59.80 4 10'-0 120 17.086 Flow(q)from Route 2 23 11'-0 119.57 4.2600 0.003864 10'-0 0.039 23 11'-0 42.57 4 (See 192'-4'/2 120 17.125 Notes) Flow(q)from Route 7 67'-7 3.107 7 3'-10 162.14 4.2600 8 764 0.006788 ff(16'-0),fE(6'-9'/2),BFP(-7.00 259'-11/z 0),CV(28'-11'/2),BV(15'-9'/) 7 3'-10 6 (See 3'-1 120 28.996 Notes) 50'-0 1.445 6 0'-6 162.14 6.3570 53'-1 0.000966 9 695 2E(10'-0),3Tr(10'-0),"'"Invalid "'(-2.093),Z,BFP(-7.000), BOR 6 0'-6 6 (See 193'-11'/z 140 40:136 Notes) 88'-3 2.168 5 4-6 162.14 6.2800 282'2'/2 0.000771 0 218 LtE(14'-2),2EE(11'-0'/2),GV(4'- 8'/x),T(47'-3'/2) 5 4-6 8 (See 630'-6'/2 140 42.521 Notes) 89'-11 4 4-6 162.14 8.3900 0.000188 2EE(15'-3),T(59'-4'/2) 720'-5/2 0.136 4 4-6 12 (See 419'-11 140 42.657 Notes) 98'-3'/2 0.000027 T(98'-3'%) 3 4'-6 162.14 12.4600 518'-2'/2 0.014 �j ©M.E.P.CAD,Inc. fgAutoSPRINK2020v16.3.9.0 2 5/14/2021 3:37:36PM Page Job Name: FOWLER SQUARE Remote Area Number:2 Date: 5/14/2021 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) (Foot) (Foot)Actual ID Total (psi) Friction(Pf) directly to(Pf)and shown as (Foot) 3 4-6 6 (See 11'-0 140 42.671 Notes) 26'-9'% -2.168 2 0'-6 162.14 6.2800 37'-9'/z 0.000771 0.029 GV(4'-8'/),E(22'-1) 2 0'-6 6 (See 3'-0 120 40.533 Notes) -1.301 1 3'-6 162.14 6.0650 3'-0 0.001215 0.004 S 250.00 39.236 Hose Allowance At Source 1 412.14 Total(Pt) Route 1 1505 10'-0 5.6 19.51 1 (See 1'-6 120 12.133 .....Route 2..... Notes) -0.424 Sprinkler, 28 11'-0 19.51 1.0490 10'6 0.124249 1.302 2E(2'-0),PO(5'-0) 28 11'-0 1'% 12'-0 120 13.010 29 11'-0 19.51 1.4420 0.026382 12'-0 0.317 29 11'-0 19.74 1'% 12'-0 120 13.327 Flow(q)from Route 4 26 11'-0 39.24 1.4420 0.096148 12'-0 1.154 26 11'-0 20.55 1'% (See 1 5'-0 120 14.481 Notes) 7'-5 Flow(q)from Route 6 27 11'-0 59.80 1.4420 1 P'-5 0.209573 2.605 PO(7'-5) 17.086 Total(Pt) Route 2 1507 10'-0 5.6 19.73 1 (See 1'-6 120 12.413 .....Route 3..... Notes) Sprinkler, 9'-0 -0.424 33 11'-0 19.73 1.0490 10'-6 0.126901 1.330 2E(2'-0),PO(5'-0) 13.318 Total(Pt) Route 3 1504 10'-0 5.6 19.74 1 (See 1'-6 120 12.421 .....Route 4..... . Notes) Sprinkler, 9'-0 -0.424 29 11'-0 19.74 1.0490 10'-6 0.126975 1.331 2E(2'-0),PO(5'-0) 13.327 Total(Pt) Route 4 1506 10'-0 5.6 20.55 1 (See 1'-6 120 13.463 .....Route 5..... Notes) Sprinkler, 9'-0 -0.424 0.136795 2E(2'-0),PO(5'-0) 30 11'-0 20.55 1.0490 10'-6 1.433 �,©M.E.P.CAD,Inc. .j AutoSPRINK 2020 v16.3.9.0 2 5/14/2021 3:37:36PM Page 6 Job Name: FOWLER SQUARE Remote Area Number:2 Date:5/14/2021 Pipe Information Elev 1 Flow added Length C Factor Notes ID Node 1 K-Factor this stepNominal Fittings 8 Foot Total(Pt) (Foot) (q) Devices (Foot) Fitting/Device(Equivalent Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv.Length (Foot) Loss Per Unit when applicable,are added (Foot)Node 2 (Foot) (Q) Actual ID L t) Total(Foot) (psi) Friction(Pf) directly to(Poand shown as I14.472 I Total(Pt) Route 5 1503 10'-0 5.6 20.55 1 (See 1'-6 120 13.471 .....Route 6..... Notes) Sprinkler, 9'-0 -0.424 26 11'-0 20.55 1.0490 10-6 0.136873 1.434 2E(2'-0),PO(5'-0) 14.481 Total(Pt) Route 6 1502 10'-0 5.6 21.16 1 (See 1'-6 120 14.278 •••••Route 7••••• Notes) Sprinkler, 9'-0 -0.424 25 11'-0 21.16 1.0490 10'-6 0.144444 1.514 2E(2'-0),PO(5'-0) 25 11'-0 1 Y4 12'-0 120 15.367 24 11'-0 21.16 1.4420 0.030670 12'-0 0.368 24 11'-0 21.41 1 Y4 (See 5'-0 120 15.735 Notes) Flow(q)from Route 8 7'-5 23 11'-0 42.57 1.4420 12'5 0.111762 1.389 PO(7'-5) 17.125 Total(Pt) Route 7 1501 10'-0 5.6 21.41 1 (See 1'-6 120 14.613 .....Route 8..... Notes) 9' Sprinkler, -0 -0.424 24 11'-0 21.41 1.0490 10-6 0.147578 1.546 2E(2'-0),PO(5'-0) 15.735 Total(Pt) Route 8 ©M.E.P.CAD,Inc. AutoSPRINK 2020 vl6.3.9.0 2 5/14/2021 3:37:36PM Page 7 Job Name: FOWLER SQUARE Remote Area Number:2 Date:5/14/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4,87 Factor Value Of C 100 130 140 150 = Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0,713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90'Elbow EE 45'Elbow Eel 11'/4 Elbow Eel 22% Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �,©M.E.P.CAD,Inc. 'AutoSPRINK2020v16.3.9.0 2 5/14/2021 3:37:36PM Page Hydraulic Calculations for Project Name: FOWLER SQUARE Location: 719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP revised.cad Calculation Date: 5/14/2021 Design Remote Area Number: 7 Remote Area Location: 3RD LEVEL CORRIDOR Occupancy Classification: Light Hazard NA Density 0.10gpm/ft, Area of Application: 1500ft2(Actual 294ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Pendent No.of sprinklers calculated: 5 No.of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Allowance at Source 135.65 at Node: 57 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 174.23 @ 40.919 (Safety Margin= 19.014) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Firetek Sprinkler Systems, LLC. Address: 58 Hudson River Rd,Waterford, NY 12188 Phone Number: Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. S',��JAutoSPRINK 2020 v16.3.9.0 7 5/14/2021 3:37:42PM Page 1 Hydraulic Graph Job Name:FOWLER SQUARE N 1.65 Remote Area Number:7 Date:5/14/2021 100 Supply Summary Sheet 90 Node:1 so 70 Available Supply Q0 =Static Pressure PA.000 751.00 Q 59.000 174.23 Q 59.933 N O F-0 7q U a` 74.23 Q Q.919 40 174.23with HeseAllvwanceatSouroa 30 System demand nerve 20 10 0 0153 330 450 G-00 750 e00 1050 1200 1350 1500 Flu&-gpm &@ M.E.P.CAD,Inc. F19 AutoSPRINK 2020 06.3.9.0 5/14/2021 3:37:43PM Page 2 Job Name: FOWLER SQUARE Remote Area Number: 7 Date: 5/14/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) oc (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 1 751.00 59.933 174.23 40.919 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (Psi) (gpm) 1 3'-6 Supply 40.919 74.23 1601 35'-3'/2 Sprinkler 7.083 14.90 1602 35'-3'/z Sprinkler 7.041 14.86 1603 35'-3% Sprinkler 7.013 14.83 1604 35'-3 Sprinkler 7.009 14.83 1605 35'-3'/2 Sprinkler 7.000 14.82 2 0'-6 42.219 3 4-6 44.380 4 4-6 44.377 5 4-6 44.345 6 0'-6 Gauge 42.126 57 29'-2% Hydrant 11.915 58 36'-0'% 8.805 59 36'-0'/s 7.424 60 36'-0'/z 7.373 61 36'-0'/z 7.343 62 36'-0% 7.331 63 36'-0'/z 7.329 ( ,©M.E.P.CAD,Inc. �-JlAutoSPRINK 2020 v16.3.9.0 5/14/2021 3:37:45PM Page 3 Job Name: FOWLER SQUARE Remote Area Number:7 Date: 5/14/2021 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent M Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Equiv.Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 Actual ID Length Total (Foot) (Q) (Foot) (Foot) (Psi) Friction(Pf) directly to(Pf)and shown as 1'-9 120 7.000 .....Route I..... 1605 35'-3'/2 5.6 14.82 1 (See Sprinkler, Notes) T-0 -0.325 63 36'-0'/2 14.82 1.0490 8 9 0.074703 0.654 E(2'-0),PO(5'-0) 63 36-0'/z 3 6'-10 120 7.329 -0.000 62 36'-0'/z 14.82 3.2600 0.000299 6'-10 0.002 62 36'-0'/2 14.83 3 11'-6 120 7.331 Flow(q)from Route 2 61 36-0'/2 29.64 3.2600 0.001077 11'-6 0.012 61 36'-0'/2 14.83 3 12'-11'/ 120 7.343 Flow(q)from Route 3 -0.000 60 36'-0'/: 44.47 3.2600 0.002282 12'-11/2 0.030 60 36'-0'/ 14.86 3 13'-2 120 7.373 Flow(q)from Route 4 -0.000 59 36'-0'/2 59.33 3.2600 0.003889 13'-2 0.051 59 36'-0'/z 14.90 3 (See 208'-8 120 7.424 Notes) Flow(q)from Route 5 26'-0 0.000 58 36'-0'/2 74.23 3.2600 0.005887 1.382 2f-F(13'-0) 234'-8 58 36'-0'/2 4 (See 10'-5'/z 120 8.805 Notes) 84'-8'/z 2.958 57 29'-2'/2 74.23 4.2600 - 0.001600 2fE(6'-9'%),CV(28'-11'/2),BV(1 95'-1/2 0.152 5'-9'/z),PO(26'-4),Hyd 57 29'-2'/2 6 (See 146'-3 120 11.915 Notes) 203'-1'/z 12.450 6 0'-6 74.23 6.3570 0.000228 2Z,4fE(10'-0),C(37'-8'%),2BF 349'4/z 17.760 P(-7.000),CV(40'-3),BV(12'-7) E(17'-7),T(25'-0),2Tr(10'-0), -.1 n 6 0'-6 6 (See 193'-11'/z 140 42.126 Notes) 88'-3 2.168 5 4-6 74.23 6.2800 0.000182 LtE(14'-2),2EE(11'-0'/2),GV(4'- 282'-2/2 0.051 8�/Z),T(47'-3'/z) 5 4-6 8 (See 630'-6'/2 140 44.345 Notes) 89'-11 0.000044 2EE(15'-3),T(59'-4'/2) 4 -4'-6 74.23 8.3900 720'-5'/s 0.032 �,©M.E.P.CAD,Inc. E9 AutoSPRINK 2020 v16.3.9.0 7 5/14/2021 3:37:47PM Page 4 Job Name: FOWLER SQUARE Remote Area Number:7 Date: 5/14/2021 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent M Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Equiv. (Foot) when applicable,are added Elev 2 Total Flow Loss Per Unit Node 2 Foot Actual ID Length Total ( ) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to(Po and shown as 4 4-6 12 (See 419'-11 140 44.377 Notes) 98'-3'/z 3 4-6 74.23 12.4600 518'2'/z 0.000006 T(98'-3'/z) 0.003 3 4-6 6 (See 11'-0 140 44.380 Notes) 26'-9'/ -2.168 0.000182 GV(4'-8'/z),E(22'-1) 2 0'-6 74.23 6.2800 37'-9'/: 0.007 2 0'-6 6 (See 3'-0 120 42.219 Notes) -1.301 1 3'-6 74.23 6.0650 3'-0 0.000286 0.001 S 100.00 40.919 Hose Allowance At Source 1 174.23 Total(Pt) Route 1 1604 35'-3 5.6 14.83 1 (See 1'-9'/z 120 7.009 •••••Route 2••••• Notes) Sprinkler, 7'-0 -0.334 62 36'-0'1/ 14.83 1.0490 � 0.074790 E(2'-0),PO(5'-0) 8 /2 0.656 7.331 Total(Pt) Route 2 1603 35'-3'/2 5.6 14.83 1 (See 1'-9 120 7.013 .....Route 3 Notes) Sprinkler, 7'-0 -0.325 61 36'-0'/: 14.83 1.0490 8 9 0.074834 0.655 E(2'-0),PO(5'-0) 7.343 Total(Pt) Route 3 1602 35'-3'/2 5.6 14.86 1 (See 11-9 120 7.041 .....Route 4 Notes) Sprinkler, 7'-0 -0.325 60 36'-0'/2 14.86 1.0490 8 9 0.075103 0.657 E(2'-0),P0(5'-0) 7.373 Total(Pt) Route 4 1601 35'-3'/ 5.6 14.90 1 (See 1'-10 120 7.083 .....Route 5 Notes) Sprinkler, 7'-0 -0.325 59 36'-0'/z 14.90 1.0490 8' 10 0.075519 0.666 E(2'-0),PO(5'-0) 7.424 Total(Pt) Route 5 �,©M.E.P.CAD,Inc. u.I AutoSPRINK 2020 06.3.9.0 7 5/14/2021 3:37:47PM Page 5 Job Name: FOWLER SQUARE Remote Area Number: 7 Date:5/14/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor ( Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0,713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90'Elbow EE 45°Elbow Eel 11'/<°Elbow Ee2 22%Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90'FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �,©M.E.P.CAD,Inc. j-j'AutoSPRINK 2020 06.3.9.0 7 5/14/2021 3:37:47PM Page 6 Hydraulic Calculations for Project Name: FOWLER SQUARE Location:719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP revised.cad Calculation Date: 5/14/2021 Design Remote Area Number: 8 Remote Area Location: DRY ATTIC Occupancy Classification: Light Hazard NA Density 0.10gpm/ft, Area of Application: 1500ft2(Actual 191ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Upright No.of sprinklers calculated: 4 No.of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Allowance at Source 135.65 at Node: 57 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 295.00 @ 54.554 (Safety Margin=5.269) Type of System: DRY Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Firetek Sprinkler Systems, LLC. Address: 58 Hudson River Rd,Waterford, NY 12188 Phone Number: Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A I&@ M.E.P.CAD, Inc. L��AutoSPRINK 2020 06.3.9.0 8 5/14/2021 3:37:52PM Page 1 S Hydraulic Graph Job Name:FOWLER SQUARE N 1.85 Remote Area Number:8 Date:5/14/2021 100 Supply Summary Sheet 90 Node:1 80 711 Available Supply 80 —Static P1e56UTe 50.000 751.00 Q 59.000 295.00 Q 59.822 195.00 Q 54.554 m I 295.00 with Hose Allowance at Source qO Fg G o` 40 System tlementl anre 30 20 10 0 0150 300 450 600 _50 900 1053 1200 1350 1500 Flow-gpm &A M.E.P.CAD,Inc. F]' AutoSPRINK 2020 06.3.9.0 5/14/2021 3:37:54PM Page 2 Job Name: FOWLER SQUARE Remote Area Number: 8 Date: 5/14/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 1 751.00 59.822 295.00 54.554 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 3'-6 Supply 54.554 195.00 57 29'-2Y2 Hydrant 26.274 135.65 1701 41'-0 Sprinkler 7.041 14.86 1702 41'-0 Sprinkler 7.019 14.84 1703 41'-0 Sprinkler 7.022 14.84 1704 41'-0 Sprinkler 7.000 14.82 2 0'-6 55.849 3 -4'-6 57.976 4 4-6 57.956 5 4-6 57.765 6 0'-6 Gauge 55.291 78 37'-OYZ 19.490 79 41'-0 7.722 80 41'-0 7.698 81 37'-0'/2 12.288 82 37'-0'/z 12.256 &C M.E.P.CAD,Inc. E JlAutoSPRINK 2020 v16.3.9.0 5/14/2021 3:37:56PM Page 3 . Job Name: FOWLER SQUARE Remote Area Number:8 Date: 5/14/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) pf Friction Elev(Pe) Foot Elev 2 Total Flow Equiv. (Foot) Fixed Pressure Losses, Node 2 Actual ID Length Total Loss Per Unit when applicable,are added(Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to(PQ and shown as 1704 41'-0 5.6 14.82 1 (See 3'-1 100 7.000 .....Route 1 Notes) 3'-7 Sprinkler, 80 41'-0 14.82 1.0490 6'-8 0.698 0.104671 T(3'-7) 80 41'-0 14.84 1 (See 3'-11'/2 100 7.698 Notes) Flow(q)from Route 2 3'-7 1.716 82 37'-0'/2 29.65 1.0490 7'6'/ 0.377812 2.842 PO(3'-7) 82 37'-0'/2 2'/2 T-6 100 12.256 81 37'-0'/2 29.65 2.6350 0.004258 7'-6 0.032 81 37'-0'/2 29.70 2'/2 (See 403'-101/2 100 12.288 Notes) 64'-7 Flow(q)from Route 3 78 37'-0'/2 59.35 2.6350 0.015374 4fE(4'-3'/2),2fT(10'-9'/2),6Tr(4'- 468'-5/2 7.202 3%) 78 37'-0'/2 2'/2 (See 143'-2 120 19.490 Notes) 166-0 3.391 57 29'-2'/2 59.35 2.6350 309'-2 0.010972 3 392 3BV(9'-7%),2DPV(41'-2),DPV (8'-3),7fE(4'-3%),P0(16-5%), Hyd 57 29'-2'/2 135.65 6 (See 146'-3 120 26.274 Notes) 203'-1'/2 12.450 6 0'-6 195.00 6.3570 349'-4'/2 0.001360 16.566 2Z,4fE(10'-0),C(37'-8'/2),213F P(-7.000),CV(40'-3),BV(12'-7) E(17'-7),T(25'-0),2Tr(10'-0), ■ 11n 6 0'-6 6 (See 193'-11'/2 140 55.291 Notes) 88'-3 2.168 5 4-6 195.00 6.2800 1 0.001085 LtE(14'-2),2EE(11'-0'/2),GV(4'- 282'-2/2 0.306 8'/2),T(47'-3'/2) 5 4-6 8 (See 630'-6'/ 140 57.765 Notes) 89'-11 4 4-6 195.00 8.3900 720'-5/2 1 0.000265 0.191 2EE(15'-3),T(59'-4/2) 4 -4'-6 12 (See 419'-11 140 57.956 Notes) 98'-3,/2 3 4-6 195.00 12.4600 518'-2'/2 0.000039 0.020 T(98'-3%) 3 4-6 6 (See 11'-0 140 57.976 Notes) 26'-9'/2 -2.168 2 0'-6 195.00 6.2800 0.001085 GV(4'-8'/2),E(22'-1) 37'-9/2 0.041 �,©M.E.P.CAD,Inc. EI9 AutoSPRINK 2020 v16.3.9.0 8 5/14/2021 3:37:58PM Page 4 . s Job Name: FOWLER SQUARE Remote Area Number: 8 Date: 5/14/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting pf Friction Elev(Pe) Length) Fixed Pressure Losses, Node 2 Actual ID Length Elev 2 Total Flow Equiv. (Foot) h Total Foot) Loss Per Unit when applicable,are added(Foot) (0) (Foot) (Foot) (psi) Friction(PQ directly to(Pf)and shown as 2 0'-6 6 (See 3'-0 120 55.849 Notes) -1.301 1 3'-6 195.00 6.0650 3'-0 0.001709 0.005 S 100.00 54.554 Hose Allowance At Source 1 295.00 Total(Pt) Route 1 1702 41'-0 5.6 14.84 1 (See 2'-11 100 7.019 •••••Route 2••••• Notes) 3'-7 Sprinkler, 80 41'-0 14.84 1.0490 0.104933 T(3'-7) 6'-5/z 0.679 7.698 Total(Pt) Route 2 1703 41'-0 5.6 14.84 1 (See 3'-1 100 7.022 .....Route 3 Notes) 3'-7 Sprinkler, 79 41'-0 14.84 1.0490 6 8 0.104972 0.700 T(3'-7) 79 41'-0 14.86 1 (See 3'-11'/z 100 7.722 Notes) Flow(q)from Route 4 3'-7 1.716 81 37'-0Y: 29.70 1.0490 7'-6'/2 0.378898 2.851 PO(3'-7) 12.288 Total(Pt) Route 3 1701 41'-0 5.6 14.86 1 (See 2'-11 100 7.041 •••••Route 4••••• Sprinkler, Notes) 3'-7 79 4T-0 14.86 1.0490 6'-5Yz 0.105235 0.681 T(3'-7) 7.722 Total(Pt) Route 4 ©M.E.P.CAD,Inc. AutoSPRINK 2020 06.3.9.0 8 5/14/2021 3:37:58PM Page 5 Job Name: FOWLER SQUARE Remote Area Number:8 Date: 5/14/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier ji Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90°Elbow EE 45°Elbow Eel 11%*Elbow Eel 22'% Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90'FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �,©M.E.P.CAD,Inc. d9AutoSPRINK2020v16.3.9.0 8 5/14/2021 3:37:58PM Page Hydraulic Calculations for Project Name: FOWLER SQUARE Location:719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP.cad ®P� Calculation Date:2/22/2021 Design IKE C Remote Area Number: 1 Remote Area Location: 1ST LEVEL FUTURE TENANT Occupancy Classification: Ordinary Group II �EpF NEpy� NA 5�P p►,ULBFgGFq� 2 Density 0.20gpm/ft2 (� Area of Application: 1500ft2(Actual 1039ft2) 1 A Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Upright 2sFo 067765 No.of sprinklers calculated: 12 A90FESSIdNP�' No.of nozzles calculated: 0 In-rack Demand: N/A,gpm at Node: N/A Hose Streams: 250.00 at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 578.47 @ 43.273 (Safety Margin= 16.110) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A TOWN OF QUEENSBURY NT Basedorl ourliimi ed LDING examination com fiance Name of Contractor: Firetek Sprinkler Systems, LLC. with our Comments shall not be construed► a,,. indicating the plans andspscifications are iri Address: 58 Hudson River Rd,Waterford, NY 12188 full compliance yyi� the Building U Phone Number: New York Stlka 9 odes of Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right:41.835 M.E.P.CAD, Inc. L��AutoSPRINK 2020 v16.3.6.0 1 2/22/202112:03:OOPM Page 1 Hydraulic Graph Job Name:FOWLER SQUARE N 1.85 Remote Area Number:1 Date:2/22/2021 100 Supply Summary Sheet so Node:1 so 70 Avallable Supply eo =Static Pressure e0.000_578.47 Q 59.383_751.00 Q 59.000 O F0 A �-' 328.47 Q 43.273 a 40 578.47 with Hasa Allowance st Source 30 System demand curve 20 10 0 0150 300 4� e00, 750 Soo 1050 1203 13A 1500 Plow-gpm (&,©M.E.P.CAD,Inc. C79 AutoSPRINK 2020 06.3.6.0 2/22/2021 12:03:02PM Page 2 Job Name: FOWLER SQUARE Remote Area Number: 1 Date: 2/22/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) °C (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 1 751.00 59.383 578.47 43.273 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 3'-6 Supply 43.273 328.47 1201 12'-3% Sprinkler 10.612 26.06 1202 12'-3% Sprinkler 10.673 26.14 1203 12'-3'% Sprinkler 10.562 26.00 1204 12'-3% Sprinkler 10.601 26.05 1205 11'-10% Sprinkler 11.362 26.97 1206 11'-10'% Sprinkler 13.371 29.25 1207 11'-10'% Sprinkler 11.226 26.80 1208 11'-10'% Sprinkler 11.767 27.44 1209 11'-10'% Sprinkler 12.723 28.54 1210 11'-10'% Sprinkler 11.628 27.28 1211 11'-10'% Sprinkler 13.136 28.99 1212 11'-10% Sprinkler 13.092 28.95 2 0'-6 44.560 3 4-6 46.620 4 4-6 46.568 5 4-6 46.068 6 0'-6 Gauge 43.097 7 3'-10 32.751 �,©M.E.P.CAD,Inc. fflAutoSPRINK 2020 06.3.6.0 2/22/2021 12:03:04PM Page 3 f Job Name: FOWLER SQUARE Remote Area Number: 1 Date: 2/22/2021 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 8 11'-0 12.521 9 11'-0 12.590 10 11'-0 12.466 11 11'-0 12.509 12 11'-0 13.084 13 11'-0 14.521 14 11'-0 13.533 15 11'-0 12.933 16 11'-0 14.592 17 11'-0 15.273 18 11'-0 13.379 19 11'-0 15.153 20 11'-0 15.105 21 11'-0 15.049 22 11'-0 15.001 ©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.6.0 2/22/2021 12:03:04PM Page 4 f ' � Job Name: FOWLER SQUARE Remote Area Number: 1 Date:2/22/2021 Pipe Information Elev 1 Flow added Length C Factor Notes Node 1 K-Factor this stepNominal ID Fittings 8 Total(Pt) (Foot) (q) Devices (Foot) Fitting/Device(Equivalent (q) Fitting g Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID (F000t) Total(Foot) (psi) Friction(Pf) directly to(Pf)and shown as ( 1203 12'-3Yz 8 26.00 1 (See 1'-3Yz 120 10.562 .....Route 1 Notes) Sprinkler, 5'-0 0.569 10 11'-0 26.00 1.0490 0.211435 PO(5'-0) 6'-3% 1.335 10 11'-0 2 6'-10 120 12.466 11 11'-0 26.00 2.1570 0.006317 6'-10 0.043 11 11'-0 26.05 2 (See 12'-7 120 12.509 Flow(q)from Route 2 Notes) 15 11'-0 52.05 2.1570 18'7 0.022811 0.424 2E(3'-O) 15 11'-0 26.80 2 9'-OYz 120 12.933 Flow(q)from Route 5 18 11'-0 78.85 2.1570 0.049193 9'-OYz 0.446 18 11'-0 27.28 2 (See 7'-11 Y2 120 13.379 Flow(q)from Route 7 Notes) 12'-3Yz 20 11'-0 106.13 2.1570 20'3 0.085234 1.726 PO(12'-3Yz) 20 11'-0 28.95 4 9'-11 120 15.105 Flow(q)from Route 10 19 11'-0 135.08 4.2600 0.004842 9'-11 0.048 19 11'-0 57.79+28.99 4 9'-11 120 15.153 Flow(q)from Route 9 and 11 17 11'-0 221.86 4.2600 0.012125 9'-11 0.120 17 11'-0 106.60 4 (See 210'-7 120 15.273 Notes) Flow(q)from Route 3 83'-7 3.107 7 3'-10 328.47 4.2600 294'2 0.025057 14.371 21T(16-0),fE(6'-9%),BFP(-7.0 00),CV(28'-11%),BV(15'-9%) 7 3'-10 6 (See 3'-1 120 32.751 Notes) 50'-0 1.445 6 0'-6 328.47 6.3570 53'-1 0.003567 8.901 2E(10'-0),3Tr(10'-0),BFP(-3.6 82),Z,BFP(-7.000),BOR 6 0'-6 6 (See 193'-11% 140 43.097 Notes) 88'-3 2.168 5 4-6 328.47 6.2800 0.002846 LtE(14'-2),2EE(11'-0'/),GV(4'- 282'-2/2 0.803 8,/z),T(47,-3,%) 5 4-6 8 (See 630'-6Y2 140 46.068 Notes) 89'-11 4 4-6 328.47 8.3900 720'-5/z 1 0.000694 0.500 2EE(15'-3),T(59'-4%) �,©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.6.0 1 2/22/2021 12:03:06PM Page 5 Job Name: FOWLER SQUARE Remote Area Number: 1 Date:2/22/2021 Pipe Information Elev 1 Flow added Nominal ID Length C Factor Notes Node 1 K-Factor this stepFittings 8 Total(Pt) (Foot) Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added ( ) (Foot) Node 2 (Foot) (Q) Actual ID Length Total (psi) Friction(Pt) directly to(PQ and shown as 4 4-6 12 (See 419'-11 140 46.568 Notes) 98'-3,% 3 4-6 328.47 12.4600 518'2'/2 0.000101 0.052 T(98'-3'/s) 3 4-6 6 (See 11'-0 140 46.620 Notes) 26'-9'/ -2.168 2 0'-6 328.47 6.2800 0.002846 0.108 GV(4'-8%2),E(22'-1) 2 0'-6 6 (See 3'-0 120 44.560 Notes) -1.301 1 3'-6 328.47 6.0650 0.004485 S 3'-0 0.013 250.00 43.273 Hose Allowance At Source 1 578.47 Total(Pt) Route 1 1204 12'-3'/: 8 26.05 1 (See 1'-3'/ 120 10.601 •••••Route 2••••• Sprinkler, Notes) 5'-0 0.569 11 11'-0 26.05 1.0490 6'-3'/= 0.212149 1.339 PO(5'-0) 12.509 Total(Pt) Route 2 1201 12'-3/' 8 26.06 1 (See 1'-3'/z 120 10.612 .....Route 3 Notes) Sprinkler, 5'-0 0.569 8 11'-0 26.06 1.0490 - 0.212343 PO(5'-0) 6'-3/z 1.340 8 11'-0 2 10'-10 120 12.521 9 11'-0 26.06 2.1570 0.006344 10-10 0.069 9 11'-0 26.14 2 (See 15'-6'/z 120 12.590 Flow(q)from Route 4 Notes) 12 11'-0 52.20 2.1570 0.022932 0.494 2E(3'-0) 12 11'-0 26.97 2 9'-0'% 120 13.084 Flow(q)from Route 6 14 11'-0 79.16 2.1570 0.049552 0.449 14 11'-0 27.44 2 (See 7'-11'/z 120 13.533 Flow(q)from Route 8 Notes 17 11'-0 106.60 2.1570 20'-3 0.085939 1.740 PO(12'-3'/s) 15.273 Total(Pt) Route 3 �,©M.E.P.CAD,Inc. V.�9 AutoSPRINK 2020 v16.3.6.0 1 2/22/2021 12:03:06PM Page 6 Job Name: FOWLER SQUARE Remote Area Number: 1 Date:2/22/2021 Pipe Information Elev 1 Flow added p Length C Factor Notes Node 1 K-Factor this ste Nominal ID Fittings 8 Total(Pt) (Foot) Devices (Foot) Fitting/Device(Equivalent (q) g Length Fitting pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID (Foot)LengthTotal(Foot) (psi) Friction(PQ directly to(Po and shown as 1202 12'-3'/ 8 26.14 1 (See 1'-3/: 120 10.673 •••••Route 4••••• Notes) 6 Sprinkler, 5'-0 0.569 9 11'-0 26.14 1.0490 0.213484 PO(5'-0) '-3Y2 1.348 12.590 Total(Pt) Route 4 1207 11'-10'/2 8 26.80 1 (See 0'-10'/: 120 11.226 .....Route 5 Notes) 1.319 5' Sprinkler, 5'-0 0.388 15 11'-0 26.80 1.0490 0.223691 -10 Y2 PO(5'-0) 12.933 Total(Pt) Route 5 1205 11'-10'Y2 8 26.97 1 (See 0'-10'/2 120 11.362 .....Route 6 Notes) Sprinkler, 5'-0 0.388 12 11'-0 26.97 1.0490 0.226200 PO(5'-0) 5'-10% 1.334 13.084 Total(Pt) Route 6 1210 11'-10'/ 8 27.28 1 (See 0'-10Y2 120 11.628 .....Route 7 Notes) 5'-0 0.388 Sprinkler, 18 11'-0 27.28 1.0490 0.231090 PO(5'-0) 5'-10/2 1.362 13.379 Total(Pt) Route 7 1208 11'-10'Y2 8 27.44 1 (See 0'-10Y2 120 11.767 .....Route 8 Notes) Sprinkler, 5'-0 0.388 14 11'-0 27.44 1.0490 0.233648 PO(5'-0) 5'-10'/ 1.378 13.533 Total(Pt) Route 8 0'-10Y2 120 12.723 •••• Route 9••••• 1209 11'-10/2 8 28.54 1 (See - • Notes) Sprinkler, 5'-0 0.388 16 11'-0 28.54 1.0490 - 0.251155 PO(5'-0) 5'-10/2 1.481 16 11'-0 29.25 2 (See L2 -3 120 14.592 Flow(q)from Route 12 Notes)19 11'-0 57.79 2.1570 0.027683 0.561 PO(12'-3Y2) 15.153 Total(Pt) Route 9 1212 11'-1 OY2 8 28.95 1 (See 0'-10'/ 120 13.092 .....Route 10 Notes) Sprinkler, 5'-0 0.388 22 11'-0 28.95 1.0490 5'-10/2, 0.257892 1.520 PO(5'-O) 22 11'-0 2 (See 1'-1 Y2 120 15.001 Notes) FE 20 11'-0 28.95 2.1570 13'-5 0.007705 0.103 PO(12'-3Y2) &@ M.E.P.CAD,Inc. AutoSPRINK2020v16.3.6.0 1 2/22/2021 12:03:06PM Page Job Name: FOWLER SQUARE Remote Area Number: 1 Date:2/22/2021 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this(s,step Nominal ID Devices (Foot) Fitting/Device(Equivalent q Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) M Actual ID (Foot) Total(Foot) (psi) Friction(Pf) directly to(Pf)and shown as 15.105 I Total(Pt) Route 10 I + 1211 IV-10Yz 8 28.99 1 (See 0'-10/z 120 13.136 •••••Route 11..... Notes) Sprinkler, 6-0 0.388 21 11'-0 28.99 1.0490 0.258678 PO(5'-0) 5'-1 OYz 1.525 21 11'-0 2 (See 1'-1 Yz 120 15.049 Notes) 12'-3Yz 19 11'-0 28.99 2.1570 13'-5 0.007728 0.104 PO(12'-3+Y2) 15.153 Total(Pt) Route 11 1206 11'-10Y2 8 29.25 1 (See U-1 OY2 120 13.371 .....Route 12 Notes) Sprinkler, 2'-0 0.388 13 11'-0 29.25 1.0490 0.262966 E(2'-0) 2'-10Y2 0.762 13 11'-0 2 9'-0'/2 120 14.521 16 11'-0 29.25 2.1570 0.007856 9'-OY2 0.071 14.592 Total(Pt) Route 12 ( ,©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.6.0 1 2/22/2021 12:03:06PM Page 8 Job Name: FOWLER SQUARE Remote Area Number: 1 Date:2/22/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4,87 Factor Value Of C 100 130 140 150 = Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0,713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90'Elbow EE 45'Elbow Eel 11%*Elbow Eel 22'/°Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (�,©M:E.P.CAD,Inc. fflAutoSPRINK 2020 v16.3.6.0 1 2/22/2021 12:03:06PM Page 9 Hydraulic Calculations for Project Name: FOWLER SQUARE Location:719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP.cad Calculation Date:2/22/2021 Design Remote Area Number: 2 Remote Area Location: 1 ST LEVEL PARKING Occupancy Classification: Ordinary Group I �EOF NEW), NA 5qP Q�ULBEq 'Qj 90 Z Density 0.15gpm/ft' Area of Application: 1500ft2(Actual 959ft2) Coverage per Sprinkler: 130ft2 nc� • Type of sprinklers calculated: Pendent 6pp os»B5 '� No.of sprinklers calculated: 8 �1sslokA No.of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 412.14 @ 39.229 (Safety Margin=20.441) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Firetek Sprinkler Systems, LLC. Address: 58 Hudson River Rd,Waterford, NY 12188 Phone Number: Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left:36.643 Right:44.147 M.E.P.CAD, Inc. G,JlAutoSPRINK 2020 v16.3.6.0 2 2/22/202112:03:28PM Page 1 u� r 4 Hydraulic Graph Job Name:FOWLER SQUARE N 1.85 Remote Area Number:2 Date:2/22/2021 100 Supply Summary Sheet 90 Node:1 80 70 e0--=Static Pressure C0.000 751.U0 Q 59.000 412.14 Q 59.e70 - O 10 N� 4 Q. 40 111821 Q 39.21 FFI 412.14 with HoseAllcwanrE at Source 30 System demand nave 20 10 0150 300 450 e00 71-0 900 10°0 1200 1350 1500 Flow-gpm &@ M.E.P.CAD,Inc. F19 AutoSPRINK 2020 06.3.6.0 2/22/2021 12:03:29PM Page 2 Job Name: FOWLER SQUARE Remote Area Number: 2 Date: 2/22/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) °e (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 1 751.00 59.670 412.14 39.229 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 3'-6 Supply 39.229 162.14 1501 10'-0 Sprinkler 14.613 21.41 1502 10'-0 Sprinkler 14.278 21.16 1503 10'-0 Sprinkler 13.471 20.55 1504 10'-0 Sprinkler 12.421 19.74 1505 10'-0 Sprinkler 12.133 19.51 1506 10'-0 Sprinkler 13.462 20.55 1507 10'-0 Sprinkler 12.413 19.73 1508 10'-0 Sprinkler 12.125 19.50 2 0'-6 40.526 3 4-6 42.665 4 4-6 42.650 5 4-6 42.515 6 0'-6 Gauge 40.130 7 3'-10 28.990 23 11'-0 17.118 24 11'-0 15.729 25 11'-0 15.361 26 11'-0 14.474 I&A M.E.P.CAD,Inc. �;-JjAutoSPRINK 2020 06.3.6.0 2/22/2021 12:03:32PM Page 3 Job Name: FOWLER SQUARE Remote Area Number: 2 Date: 2/22/2021 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 27 11'-0 13.004 28 11'-0 17.080 29 11'-0 13.321 30 11'-0 14.465 31 11'-0 12.996 32 11'-0 17.069 ©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.6.0 2/22/2021 12:03:32PM Page 4 Job Name: FOWLER SQUARE Remote Area Number:2 Date: 2/22/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting pf Friction Elev(Pe) Length) Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Fixed Pressure Losses, when applicable,are added Node 2 (Foot) (Q) Actual ID Length Total (psi) Friction(Po directly to(Pf)and shown as (Foot) (Foot) 1508 10'-0 5.6 19.50 1 (See 1'-6 120 12.125 •••••Route l••••• Notes) Sprinkler, 9'-0 -0.434 0.124177 2E(2'-0),PO(5'-0) 31 11'-0 19.50 1.0490 10'-6 1.304 31 11'-0 1 12'-0 120 12.996 33 11'-0 19.50 1.4420 0.026367 12'-0 0.316 33 11'-0 19.73 1+% 12'-0 120 13.312 Flow(q)from Route 3 30 11'-0 39.23 1.4420 0.096092 12'-0 1.153 30 11'-0 20.55 1+/4 (See 5'-0 120 14.465 Notes) Flow(q)from Route 5 32 11'-0 59.78 1.4420 0.209451 2.604 PO(7'-5) 12'-5 32 11'-0 4 10'-0 120 17.069 28 11'-0 59.78 4.2600 0.001072 10'-0 0.011 28 11'-0 59.80 4 10'-0 120 17.080 Flow(q)from Route 2 23 11'-0 119.57 4.2600 0.003864 10'-0 0.039 23 11'-0 42.57 4 (See 192'-4+/ 120 17.118 Notes) Flow(q)from Route 7 67'-7 3.107 7 3'-10 162.14 4.2600 + 0.006788 fT(16'-0),fE(6'-9++/2),BFP(-7.00 259'-11/2 8.764 0),CV(28'-11+/2),BV(15'-9+/2) 7 3'-10 6 (See 3'-1 120 28.990 Notes) 50'-0 1.445 6 0'-6 162.14 6.3570 53'-1 0.000966 9.695 2E(10'-0),3Tr(10'-0),BFP(-3.6 82),Z,BFP(-7.000),BOR 6 0'-6 6 (See 193'-11+/ 140 40.130 Notes) 88'-3 2.168 5 4-6 162.14 6.2800 + 0.000771 LtE(14'-2),2EE(11'-0+/2),GV(4'- 282'-2/z 0.218 8+/2),T(47'_3+/2) 5 4-6 8 (See 630'-6i/2 140 42.515 Notes) 89'-11 4 4-6 162.14 8.3900 720'-5+/2 0.000188 0.136 2EE(15'-3),T(59'-4%) 4 4-6 12 (See 419'-11 140 42.650 Notes) 98'-3+/2 3 -4'-6 162.14 12.4600 518'2+/2 0.000027 0.014 T(98'-3+/2) �,©M.E.P.CAD,Inc. r-jj AutoSPRINK 2020 v16.3.6.0 2 2/22/2021 12:03:34PM Page 5 Job Name: FOWLER SQUARE Remote Area Number:2 Date:2/22/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting pf Friction Elev(Pe) Length) Equiv. (Foot) Fixed Pressure Losses, Node 2 Actual ID Length Total Elev 2 Total Flow Loss Per Unit when applicable,are added(Foot) (Q) (Foot) (Foot) (psi) Friction(Po directly to(Pf)and shown as 3 4-6 6 (See 11'-0 140 42.665 Notes) 26'-9'/: -2.168 2 0'-6 162.14 6.2800 37'-9 h 0.029 0.000771 GV(4'-8'/z),E(22'-1) 2 0'-6 6 (See 3'-0 120 40.526 Notes) -1.301 1 3'-6 162.14 6.0650 3'-0 0.001215 0.004 S 250.00 39.229 Hose Allowance At Source 1 412.14 Total(Pt) Route 1 1505 10'-0 5.6 19.51 1 (See 1'-6 120 12.133 .....Route 2 Notes) Sprinkler, 9'-0 -0.434 27 11'-0 19.51 1.0490 10'-6 0.124249 1.305 2E(2'-0),PO(5'-0) 27 11'-0 1% 12'-0 120 13.004 29 11'-0 19.51 1.4420 0.026382 12'-0 0.317 29 11'-0 19.74 1'% 12'-0 120 13.321 Flow(q)from Route 4 26 11'-0 39.24 1.4420 0.096148 12'-0 1.154 26 11'-0 20.55 1'/4 (See 5'-0 120 14.474 Notes) Flow(q)from Route 6 7'-5 28 11'-0 59.80 1.4420 0.209572 PO(7'-5) 12'-5 2.605 17.080 Total(Pt) Route 2 1'-6 120 12.413 •••••Route 3••••• 1507 10'-0 5.6 19.73 1 (See Sprinkler, Notes) 9'-0 -0.434 33 11'-0 19.73 1.0490 10'6 0.126901 1.332 2E(2'-0),PO(5'-0) 13.312 Total(Pt) Route 3 1'-6 120 12.421 •••••Route 4••••• 1504 10'-0 5.6 19.74 1 (See Sprinkler, Notes) 9'-0 -0.434 29 11'-0 19.74 1.0490 0.126974 2E(2'-0),PO(5'-0) 10'-6 1.333 13.321 Total(Pt) Route 4 1506 10'-0 5.6 20.55 1 (See 1'-6 120 13.462 •••••Route 5••••• Notes) Sprinkler, 9'-0 -0.434 30 11'-0 20.55 1.0490 10'-6 0.136792 1.436 2E(2'-0),PO(5'-0) &@ M.E.P.CAD,Inc. f 9 AutoSPRINK 2020 v16.3.6.0 2 2/22/2021 12:03:34PM Page 6 Job Name: FOWLER SQUARE Remote Area Number:2 Date:2/22/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this qstep Nominal ID Devices (Foot) Fitting/Device(Equivalent Fitting g Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID (Foot) Total (psi) Friction(Pt) directly to(Pf)and shown as ) (Foot) 14.465 I Total(Pt) Route 5 1503 10'-0 5.6 20.55 1 (See 1'-6 120 13.471 .....Route 6 Notes) Sprinkler, 9'-0 -0.434 0.136871 2E(2'-0),PO(5'-0) 26 11'-0 20.55 1.0490 10'-6 1.437 14.474 Total(Pt) Route 6 1502 10'-0 5.6 21.16 1 (See T-6 120 14.278 .....Route 7 Notes) Sprinkler, 9'-0 -0.434 25 11'-0 21.16 1.0490 10'-6 0.144440 1.517 2E(2'-0),PO(5'-0) 25 11'-0 1'/4 12'-0 120 15.361 24 11'-0 21.16 1.4420 0.030669 12'-0 0.368 24 11'-0 21.41 1'% (See 1 5'-0 120 15.729 Notes) Flow(q)from Route 8 7'-5 23 11'-0 42.57 1.4420 12'-5 0.111759 1389 PO(7'-5) 17.118 Total(Pt) Route 7 1'-6 120 14.613 •••••Route 8••••• 1501 10'-0 5.6 21.41 1 (See Sprinkler, Notes) 9'-0 -0.434 0.147574 2E(2'-0),PO(5'-0) 24 11'-0 21.41 1.0490 10'-6 1.550 15.729 Total(Pt) Route 8 �y0 M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.6.0 2 2/22/2021 12:03:34PM Page 7 Job Name: FOWLER SQUARE Remote Area Number:2 Date:2/22/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Factor Value Of C 100 130 140 150 = Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0,713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90°Elbow EE 45'Elbow Eel 11%'Elbow Eel 22'/°Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �,©M.E.P.CAD,Inc. 9AutoSPRINK2020v16.3.6.0 2 2/22/2021 12:03:34PM Page Hydraulic Calculations for Project Name: FOWLER SQUARE Location:719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP.cad Calculation Date:2/22/2021 Design Remote Area Number: 3 Remote Area Location: 1 ST LEVEL CLUB HOUSE Occupancy Classification: Light Hazard NA ��PZEOF NEiy/LSD 9p Density 0.10gpm/ft2 L Area of Application:. 1500ft2(Actual 1046ftZ) Coverage per Sprinkler: 196ft2 - + Type of sprinklers calculated: Pendent FOp 067785 No.of sprinklers calculated: 8 9�FESs10NP�' No.of nozzles calculated: 0 In-rack Demand: at Node: Hose Streams: at Node: Type: Allowance at Source Total Water Required (including Hose Streams where applicable): Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Firetek Sprinkler Systems, LLC. Address: 58 Hudson River Rd, Waterford, NY 12188 Phone Number: Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left:40.390 Right: N/A kp M.E.P.CAD, Inc. �',�JAutoSPRINK 2020 v16.3.6.0 3 2/22/202112:03:52PM Page 1 Hydraulic Graph Job Name:FOWLER SQUARE N 1.es Remote Area Number:3 Date:2/22/2021 100 Supply Summary Sheet so Node:1 ao 70 Available Supply CO =Static Pressure C0.000 i 51.U0 Q 59.000 2C2.03 Q 59.85r 0 FD qA G a 182.03 Q 40.413 40 262.03with HcseAllc•.vance at Source 30 System demand curve 20 10 0 01Flo' Soo 4`a e00 750 800 10F0 1203 1350 1500 Flaw-gpm (My©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.6.0 2/22/2021 12:03:54PM Page 2 Job Name: FOWLER SQUARE Remote Area Number: 3 Date: 2/22/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) °C (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 7 751.00 59.857 262.03 40.413 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 3'-6 Supply 40.413 162.03 1401 10'-0 Sprinkler 14.406 21.26 1402 10'-0 Sprinkler 13.383 20.49 1403 10'-0 Sprinkler 12.501 19.80 1404 10'-0 Sprinkler 12.259 19.61 1405 10'-0 Sprinkler 14.075 21.01 1406 10'-0 Sprinkler 13.373 20.48 1407 10'-0 Sprinkler 12.492 19.79 1408 10'-0 Sprinkler 12.250 19.60 2 0'-6 41.710 3 4-6 43.848 4 4-6 43.834 5 -4'-6 43.699 6 0'-6 Gauge 41.314 7 3'-10 30.172 41 11'-0 17.366 42 11'-0 17.378 44 11'-0 15.502 46 11'-0 14.378 ©M.E.P.CAD,Inc. J41 AutoSPRI NK 2020 v16.3.6.0 2/22/2021 12:03:56PM Page 3 Job Name: FOWLER SQUARE Remote Area Number: 3 Date: 2/22/2021 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 48 11'-0 13.409 50 11'-0 13.143 51 11'-0 17.314 52 11'-0 15.139 53 11'-0 14.367 54 11'-0 13.399 55 11'-0 13.133 56 11'-0 17.302 �,©M.E.P.CAD,Inc. J41AutoSPRINK 2020 06.3.6.0 2/22/2021 12:03:56PM Page 4 Job Name: FOWLER SQUARE Remote Area Number: 3 Date: 2/22/2021 Pipe Information Elev 1 Flow added Length C Factor Notes Nominal ID Node 1 K-Factor this stepFittings 8 Foot Total(Pt) (Foot) (q) Devices (Foot) Fitting/Device(Equivalent Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID (F000t) Total(Foot) (psi) Friction(Po directly to(Pf)anq shown as ) 1408 10'-0 5.6 19.60 1 (See 1'-6 120 12.250 .....Route 1 Notes) Sprinkler, 9'-0 -0.434 55 11'-0 19.60 1.0490 10'-6 0.125357 1.316 2E(2'-0),PO(5'-0) 55 11'-0 1'% 10'-0 120 13.133 54 11'-0 19.60 1.4420 0.026617 10'-0 0.266 54 11'-0 19.79 1'/4 10'-0 120 13.399 Flow(q)from Route 3 53 11'-0 39.39 1.4420 0.096831 10'-0 0.968 53 11'-0 20.48 1'/4 (See 6'-6'/2 120 14.367 Notes) Flow(q)from Route 5 7'-5 56 11'-0 59.87 1.4420 + 0.210064 PO(7'-5) 13'-11/z 2.934 56 11'-0 4 12'-0 120 17.302 51 11'-0 59.87 4.2600 0.001075 12'-0 0.013 51 11'-0 59.89 4 (See 9'-6% 120 17.314 Notes) 6'-9'/: Flow(q)from Route 2 42 11'-0 119.77 4.2600 16 0.003876 0.063 Tr(6'-9'%) 42 11'-0 42.26 4 (See 328'-10'% 120 17.378 Flow(q)from Route 7 Notes) 67'-7 3.107 0.006779 Z,fT(16'-0),fE(6'-9'%),BFP(-7. 7 3'-10 162.03 4.2600 396'-5'/: 9.688 000),CV(28'-11'%),BV(15'-9'/z) 7 3'-10 6 (See 3'-1 120 30.172 Notes) 50'-0 1.445 6 0'-6 162.03 6.3570 53'-1 0.000965 9.696 2E(10'-0),3Tr(10'-0), BFP(-3.6 82),Z,BFP(-7.000),BOR 6 0'-6 6 (See 193'-11'/z 140 41.314 Notes) 88'-3 2.168 5 4-6 162.03 6.2800 + 0.000770 LtE(14'-2),2EE(11'-0'%),GV(4'- 282'-2/2 0.217 8+/z),T(47'-3'/z) 5 4-6 8 (See 630'-6% 140 43.699 Notes) 891-11 0.000188 2EE(15'-3),T(59'-4'/2) 4 -4'-6 162.03 8.3900 720'-5'/2 0.135 4 4-6 12 (See 419'-11 140 43.834 Notes) 98'-3,% 3 4 -6 162.03 12.4600 518'-2'/z 0.000027 0.014 T(98'-3%.) �,©M.E.P.CAD,Inc. E9 AutoSPRINK 2020 v16.3.6.0 3 2/22/2021 12:03:58PM Page 5 Job Name: FOWLER SQUARE Remote Area Number: 3 Date:2/22/2021 Pipe Information Elev 1 Flow added Nominal ID Length C Factor Notes Node 1 K-Factor this stepFittings& Total(Pt) (Foot) Devices (Foot) Fitting/Device(Equivalent (q) Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID (F oot) Total(Foot) (psi) Friction(PQ directly to(Pf)and shown as ) 3 4-6 6 (See 11'-0 140 43.848 Notes) 26'-9'% -2.168 2 0'-6 162.03 6.2800 37'-9/z 0.000770 0.029 GV(4'-8'/),E(22'-1) 2 0'-6 6 (See T-0 120 41.710 Notes) -1.301 1 T-6 162.03 6.0650 3'-0 0.001213 0.004 S 100.00 40.413 Hose Allowance At Source 1 262.03 Total(Pt) Route 1 1404 10'-0 5.6 19.61 1 (See 1'-6 120 12.259 .....Route 2 Notes) Sprinkler, 9'-0 -0.434 50 11'-0 19.61 1.0490 10'-6 0.125444 1.317 2E(2'-0),PO(5'-0) 50 11'-0 1'/4 10'-0 120 13.143 48 11'-0 19.61 1.4420 0.026636 10'-0 0.266 48 11'-0 19.80 1'% 10'-0 120 13.409 Flow(q)from Route 4 46 11'-0 39.41 1.4420 0.096897 10'-0 0.969 46 11'-0 20.49 1'% (See 6'-6'/z 120 14.378 Notes) Flow(q)from Route 6 7'-5 51 11'-0 59.89 1.4420 0.210208 PO(7'-5) 13'-11/: 2.936 17.314 Total(Pt) Route 2 1'-6 120 12.492 •••••Route 3••••• 1407 10'-0 5.6 19.79 1 (See Sprinkler, Notes) 9'-0 -0.434 54 11'-0 19.79 1.0490 10'-6 0.127648 1.340 2E(2'-0),PO(5'-0) 13.399 Total(Pt) Route 3 1403 10'-0 5.6 19.80 1 (See 1'-6 120 12.501 •....Route 4..... Notes) Sprinkler, 9'-0 -0.434 0.127736 2E(2'-0),PO(5'-0) 48 11'-0 19.80 1.0490 10'-6 1.341 13.409 Total(Pt) Route 4 1406 10'-0 5.6 20.48 1 (See 1'-6 120 13.373 .....Route 5 Notes) Sprinkler, 9'-0 -l).434 53 11'-0 20.48 1.0490 10'-6 0.135954 1.428 2E(2'-0),PO(5'-0) �,©M.E.P.CAD,Inc. !9 Auto SPRINK 2020 v16.3.6.0 3 2/22/2021 12:03:58PM Page 6 Job Name: FOWLER SQUARE Remote Area Number: 3 Date:2/22/2021 Pipe Information Elev 1 Flow added Fittings 8 Total(Pt)Length C Factor Notes Node 1 (Foot) K-Factor this(gs)tep Nominal ID Devices (Foot) Fitting/Device(Equivalent Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID (F000t) Total(Foot) (psi) Friction(Po directly to(Po and shown as ) 14.367 I Total(Pt) Route 5 1402 10'-0 5.6 20.49 1 (See 1'-6 120 1.3.383 .....Route 6 Notes) Sprinkler, 9'-0 -0.434 46 11'-0 20.49 1.0490 10'6 0.136047 1 428 2E(2'-0),PO(5'-0) 14.378 Total(Pt) Route 6 1'-6 120 14.075 •••••Route 7••••• 1405 10'-0 5.6 21.01 1 (See Sprinkler, Notes) 9'-0 -0.434 52 11'-0 21.01 1.0490 10-6 0.142545 1.497 2E(2'-0),PO(5'-0) 52 11'-0 1'/4 12'-0 120 15.139 44 11'-0 21.01 1.4420 0.030267 12'-0 0.363 44 11'-0 21.26 1'/4 (See 9'-5'/2 120 15.502 Flow(q)from Route 8 Notes) 7,-5 41 11'-0 42.26 1.4420 0.110294 1.864 PO(7'-5) 16'-11 41 11'-0 4 (See 4'-6 120 17.366 Notes) 16'-0 42 11'-0 42.26 4.2600 20-6 0.000564 0.012 tT(16'-0) 17.378 Total(Pt) Route 7 1401 10'-0 5.6 21.26 1 (See 1'-6 120 14.406 .....Route 8 Notes) Sprinkler, 9'-0 -0.434 44 11'-0 21.26 1.0490 10'-6 0.145640 1.529 2E(2'-0),PO(5'-0) 15.502 Total(Pt) Route 8 k,©M.E.P.CAD,Inc. �fflAutoSPRINK 2020 v16.3.6.0 3 2/22/2021 12:03:58PM Page Job Name: FOWLER SQUARE Remote Area Number: 3 Date:2/22/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90'Elbow EE 45'Elbow Eel 11'% Elbow Ee2 22Y2'Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90'FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ( ,©M.E.P.CAD,Inc. E9 AutoSPRINK 2020 v16.3.6.0 3 2/22/2021 12:03:58PM Page 8 Hydraulic Calculations for Project Name: FOWLER SQUARE Location:719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP.cad Calculation Date:2/22/2021 Design Remote Area Number: 4 Remote Area Location: 1 ST LEVEL FUTURE TENANT Occupancy Classification: Ordinary Group II ZEOF NEW y NA 51P P�ULBfq '9� 9p � y Density 0.20gpm/ft2 Area of Application: 1500ft2(Actual 1103ft2) n Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Upright `rFpp 067785 No.of sprinklers calculated: 9 9�FESSIONP No.of nozzles calculated: 0 In-rack Demand: at Node: Hose Streams: at Node: Type: Allowance at Source Total Water Required (including Hose Streams where applicable): Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Firetek Sprinkler Systems, LLC. Address: 58 Hudson River Rd,Waterford, NY 12188 Phone Number: Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left:41.550 Right: N/A M.E.P.CAD, Inc. JJJAutoSPRINK 2020 v16.3.6.0 4 2/22/202112:04:22PM Page 1 Hydraulic Graph Job Name:FOWLER SQUARE N 1.85 Remote Area Number:4 Date:2/22/2021 100 Supply Summary Sheet 90 Node:1 ao 70 Available Supply 80 =Ststic Pressure eA.D00500 ea Q 59.527 751.00 Q 59.00 0 50 � 21.90 @ 42.840 500.90 with HcseAllcwsnce at Source- 1-0 System d=_msnd arve 20 to- 0 0150 200 450 e00 7:A 900 10°0 1200 1350 1500 Flc•.v-gpm [y©M.E.P.CAD,Inc. F%l9 AutoSPRINK 2020 06.3.6.0 2/22/2021 12:04:23PM Page 2 Job Name: FOWLER SQUARE Remote Area Number: 4 Date: 2/22/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) °C (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 1 751.00 59.527 500.90 42.840 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 3'-6 Supply 42.840 250.90 1301 12'-4 Sprinkler 10.562 26.00 1302 12'-4 Sprinkler 10.616 26.07 1303 12'-4 Sprinkler 11.152 26.72 1304 11'-10'/z Sprinkler 11.614 27.26 1305 11'-10'/2 Sprinkler 12.335 28.10 1306 0'-0 Sprinkler 14.153 30.10 1307 11'-10'/2 Sprinkler 12.542 28.33 1308 11'-10'% Sprinkler 13.311 29.19 1309 11'-10'/2 Sprinkler 13.270 29.14 2 0'-6 44.133 3 4-6 46.235 4 4-6 46.203 5 4-6 45.899 6 0'-6 Gauge 43.244 7 3'-10 32.783 34 11'-0 13.084 35 11'-0 13.146 0 36 11'-0 14.085 ©M.E.P.CAD,Inc. i-IlAutoSPRINK 2020 v16.3.6.0 2/22/2021 12:04:25PM Page 3 Job Name: FOWLER SQUARE Remote Area Number: 4 Date: 2/22/2021 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 37 11'-0 13.363 38 11'-0 14.162 39 11'-0 13.819 40 11'-0 14.392 43 11'-0 15.373 45 11'-0 15.327 47 11'-0 15.243 �,©M.E.P.CAD,Inc. �;-JjAutoSPRINK 2020 06.3.6.0 2/22/2021 12:04:25PM Page 4 Job Name: FOWLER SQUARE Remote Area Number:4 Date: 2/22/2021 Pipe Information Elev 1 Flow added Length C Factor Notes Node 1 K-Factor this stepNominal Fittings& Total(Pt) ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices Fitting g Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit ( when applicable,are added Node 2 (Foot) M Actual ID Length Total (psi) Friction(PQ directly to(Pf)and shown as ) (Foot) 1301 12'-4 8 26.00 1 (See 2'-3 120 10.562 .....Route 1 Notes) Sprinkler, 7'-0 0.569 34 11'-0 26.00 1.0490 9 3 0.211435 1.953 E(2'-0),PO(5'-0) 34 11'-0 2 9'-10 120 13.084 35 11'-0 26.00 2.1570 0.006317 9'-10 0.062 35 11'-0 26.07 2 9'-6 120 13.146 Flow(q)from Route 2 37 11'-0 52.07 2.1570 0.022825 9'-6 0.217 37 11'-0 27.26 2 9'-2 120 13.363 Flow(q)from Route 4 39 11'-0 79.33 2.1570 0.049745 9'-2 0.456 39 11'-0 30.10 2 (See 4'-11 120 13.819 Notes) 12'-3'/s Flow(q)from Route 9 43 11'-0 109.43 2.1570 1 0.090193 1.554 PO(12'-3'/2) 43 11'-0 112.29+29.19 4 (See 396'-2'/2 120 15.373 Notes) Flow(q)from Route 3 and 8 83'-7 3.107 7 T-10 250.90 4.2600 479'-9'/: 0.015223 14.304 2ff(16'-0),Z,fE(6'-9'/2),BFP(-7 .000),CV(28'-11'/2),BV(15'-9'/z 7 3'-10 6 (See 3'-1 120 32.783 Notes) 50'-0 1.445 6 0'-6 250.90 6.3570 53' 1 0.002167 9.015 2E(10'-0),3Tr(10'-0),BFP(-3.6 82),Z,BFP(-7.000),BOR 6 0'-6 6 (See 193'-11'/z 140 43.244 Notes) 88'-3 2.168 5 4-6 250.90 6.2800 0.001729 LtE(14'-2),2EE(11'-0'/2),GV(4'- 282'-2/z 0.488 8'/),T(47'-3'/2) 5 4-6 8 (See 630'-6'/z 140 45.899 Notes) 89'-11 4 4-6 250.90 8.3900 720'-5/2 0.000422 0.304 2EE(15'-3),T(59'-4'/z) 4 4-6 12 (See 419'-11 140 46.203 Notes) 98'-3'/z 3 4-6 250.90 12.4600 518'-2 h 0.032 0.000061 T(98'-3'/2) 3 -4'-6 6 (See 11'-0 140 46.235 Notes) 26-9'/s' -2.168 0.001729 GV(4'-8'/2),E(22'-1) 2 0'-6 250.90 6.2800 37'-9'/z 0.065 �,©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.6.0 4 2/22/2021 12:04:27PM Page 5 Job Name: FOWLER SQUARE Remote Area Number:4 Date:2/22/2021 Pipe Information Ele ID v 1 Flow added Length C Factor Notes Node 1 K-Factor this stepNominal Fittings& Foot Total(Pt) (Foot) (q) Devices (Foot) Fitting/Device(Equivalent Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) M Actual ID Length Total (psi) Friction(Pf) directly to(Pq and shown as (Foot) (Foot) GAgaLus 2 0'-6 6 (See 3'-0 120 44.133 Notes) -1.301 1 3'-6 250.90 6.0650 3'-0 0.002725 0.008 S 250.00 42.840 Hose Allowance At Source 1 500.90 Total(Pt) Route 1 •••••Route2••••• 2'-3 120 10.616 1302 12'4 8 26.07 1 (See Sprinkler, Notes) 7'-0 0.569 35 11'-0 26.07 1.0490 9'_3 0.212419 1.962 E(2'-0),P0(5'-0) 13.146 Total(Pt) Route 2 1303 12'-4 8 26.72 1 (See 3'-7'/z 120 11.152 .....Route 3 Notes) Sprinkler, 7'-0 0.569 0.222320 E(2'-0),PO(5'-0) 36 11'-0 26.72 1.0490 10'-7'/2 2.365 36 11'-0 2 11'-6 120 14.085 38 11'-0 26.72 2.1570 0.006642 11'-6 0.076 38 11'-0 28.10 2 9'-2 120 14.162 Flow(q)from Route 5 40 11'-0 54.81 2.1570 0.025103 9'-2 0.230 40 11'-0 28.33 2 (See 4'-11 120 14.392 Notes) Flow(q)from Route 6 12'-3Yz 45 11'-0 83.14 2.1570 17'-2/z 0.054261 0.935 PO(12'-3'/z) 45 11'-0 29.14 4 13'-5'/z 120 15.327 Flow(q)from Route 7 43 11'-0 112.29 4.2600 - 0.003440 rl3'-5/2 1 0.046 15.373 Total(Pt) Route 3 1304 11'-10'/2 8 27.26 1 (See 0'-10'/ 120 11.614 .....Route 4 Notes) Sprinkler, 6-0 0.388 37 11'-0 27.26 1.0490 5'-10/2 1 0.230835 1.361 PO(5'-0) 13.363 Total(Pt) Route 4 1305 11'-10'/: 8 28.10 1 (See 0'-10'/2 120 12.335 •••••Route 5••••• Notes) Sprinkler, 6-0 0.388 38 11'-0 28.10 1.0490 5'-10/2 0.244052 1.439 PO(5'-0) (jj,©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.6.0 4 2/22/2021 12:04:27PM Page 6 Job Name: FOWLER SQUARE Remote Area Number:4 Date: 2/22/2021 Pipe Information Elev 1 Flow added Length C Factor Notes Node 1 K-Factor this stepNominal ID Fittings 8 Foot Total(Pt) (Foot) (q) Devices (Foot) Fitting/Device(Equivalent Fitting Length) pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID Length Total (psi) Friction(Po directly to(Po and shown as (Foot) (Foot) I14.162 I Total(Pt) Route 5 1307 11'-10'/z 8 28.33 1 (See 0'-101/2 120 12.542 •••••Route 6••••• Notes) 5'-0 0.388 Sprinkler, 40 11'-0 28.33 1.0490 0.247850 PO(5'-0) 5'-10/z 1.461 14.392 Total(Pt) Route 6 1309 11'-10'/z 8 29.14 1 (See 0'-10'/ 120 13.270 .....Route 7 Notes) 5'-0 0.388 Sprinkler, 49 11'-0 29.14 1.0490 5'-10'/: 0.261116 1.539 PO(5'-0) 49 11'-0 2 (See 4'-3 120 15.197 Notes) 12'-3'/ 45 11'-0 29.14 2.1570 16'-6/z 0.007801 0.129 PO(12'-3'/2) 15.327 Total(Pt) Route 7 1308 11'-10'/z 8 29.19 1 (See 0'-10'/ 120 13.311 .....Route 8 Notes) 5'-0 0.388 Sprinkler, 47 11'-0 29.19 1.0490 5'-10/2 0.261872 1.544 PO(5'-0) 47 11'-0 2 (See 4'-3 120 15.243 Notes) 12'-3'/z 43 11'-0 29.19 2.1570 0.007824 PO(12'-3'/z) 16'-6/z 0.130 15.373 Total(Pt) Route 8 1306 0'-0 8 30.10 1 (See 11'-0 120 14.153 •••••Route 9••••• Sprinkler, Notes) 5'-0 -4.769 39 11'-0 30.10 1.0490 16'-0 4.435 0.277166 PO(5'-0) 13.819 Total(Pt) Route 9 5 ©M.E.P.CAD,Inc. U9 AutoSPRINK 2020 06.3.6.0 4 2/22/2021 12:04:27PM Page 7 Job Name: FOWLER SQUARE Remote Area Number:4 Date:2/22/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0,713 1.16 1.33 1.5 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90'Elbow EE 45'Elbow Eel ll% Elbow Eel 22'/z Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wiirsbo WMV Water Meter Valve Z Cap ( ©M.E.P.CAD,Inc. Jill AutoSPRINK 2020 v16.3.6.0 4 2/22/2021 12:04:27PM Page 8 Hydraulic Calculations for Project Name: FOWLER SQUARE Location:719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP.cad Calculation Date:2/22/2021 Design Remote Area Number: 5 Remote Area Location: 3RD LEVEL RESIDENTIAL Occupancy Classification: Residential 9,�P�E OF NEW,, NA �y y o Q�UL BfgG�90 j 2 Density 0.10gpm/ft, Area of Application: 900ft2(Actual 459ftZ) Coverage per Sprinkler: 400ft2 �y �-*�* `sF 067786 Type of sprinklers calculated: Pendent �,o No.of sprinklers calculated: 4 �fESSIONA� No.of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 181.72 @ 57.438 (Safety Margin=2.489) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Firetek Sprinkler Systems, LLC. Address: 58 Hudson River Rd,Waterford, NY 12188 Phone Number: Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. ;jAutoSPRINK 2020 v16.3.6.0 5 2/22/202112:08:35PM Page 1 Hydraulic Graph Job Name:FOWLER SQUARE N 1.e5 Remote Area Number:5 Date:2/22/2021 100 Supply Summary Sheet 90 Node:1 so 70 Available Supply Co —Static Pressure 20.000 751.00 Q 59.000 181.72 Q 59.928 'w 181.72with HcseAllassncestSouroe a 50 A G a` 40 System d=_msnd cun:e 30 20 10 0 0150 300 450 e00 750 Soo 1050 1200 1350 1500 Fla.v-gpm &@ M.E.P.CAD,Inc. AutoSPRINK 2020 06.3.6.0 2/22/2021 12:08:37PM Page 2 Job Name: FOWLER SQUARE Remote Area Number: 5 Date: 2/22/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) C° (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 1 751.00 59.928 181.72 57.438 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 3'-6 Supply 57.438 81.72 1001 35'-4 Sprinkler 18.095 20.84 1002 36-4 Sprinkler 16.660 20.00 1003 35'-4 Sprinkler 17.896 20.73 1004 35'-4 Sprinkler 16.899 20.14 2 0'-6 58.738 3 4-6 60.897 4 4-6 60.893 5 4-6 60.855 6 0'-6 Gauge 58.626 57 29'-2'/2 28.463 58 36'-0'/z 25.323 69 36'-0'% 23.171 70 36'-0'/z 20.246 71 36-0'% 18.789 72 36'-0'% 20.219 74 36'-0% 23.149 ©M.E.P.CAD,Inc. hIlAutoSPRINK 2020 v16.3.6.0 2/22/2021 12:08:39PM Page 3 Job Name: FOWLER SQUARE Remote Area Number:5 Date:2/22/2021 Pipe Information Elev 1 Flow added Length C Factor Notes Fittings& Total(Pt) Node 1 (Foot) K•Factor this qstep Nominal ID Devices (Foot) Fitting/Device(Equivalent g Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow LenEqugth (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID (Foot)h Total (psi) Friction(PQ directly to(Pq and shown as (Foot) 1002 36-4 4.9 20.00 1 (See 20'-11'/2 150 16.660 .....Route 1 Notes) Sprinkler, 15'-0 -0.316 71 36'-0'/2 20.00 1.1010 0.068041 E(7'-0),T(5'-0),3Tr(1'-0) 35'-11/2 2.445 71 36'-0'/2 20.84 1 (See 4'-8'/2 150 18.789 Notes) Flow(q)from Route 4 -0.000 70 36'-0'/ 40.84 1.1010 5'8'/2 0.254944 1.457 Tr(1'-0) 70 36'-0'/2 1 (See 1'-0 120 20.246 Notes) 5'-0 0.000 69 36'-0'/2 40.84 1.0490 0.487591 PO(5'-0) 2.926 69 36'-0'/2 40.87 3 (See 270'-0'/2 120 23.171 Notes) Flow(q)from Route 2 36-0 58 36'-0'/2 81.72 3.2600 306'-0%2 0.007031 2.152 2fE(5'-0),2fT(13'-0) 58 36'-0'/2 4 (See 10'-5'/2 120 25.323 Notes) 84'-8'/2 2.958 57 29'-2'/2 81.72 4.2600 95'-1'/2 0.001911 0.182 2fE(6-9'/2),CV(28'-11'/2),BV(1 5'-9%),PO(26'-4) 57 29'-2Y2 6 (See 146'-3 120 28.463 Notes) 203'-1'/2 12.450 6 0'-6 81.72 6.3570 349'-4'/2 0.000272 17.713 2Z,4fE(10'-0),C(37'-8'/2),2BF P(-7.000),CV(40'-3),BV(12'-7) E(17'-7),T(25'-0),2Tr(10'-0), BFP(- 6 0'-6 6 (See 193'-11'/2 140 58.626 Notes) 88'-3 2.168 0.000217 LtE(14'-2),2EE(11'-0'/2),GV(4'- 5 -4'-6 81.72 6.2800 282'-2'/2 0.061 8,/2),T(47,-3,/2) 5 4-6 8 (See 630'-6'/2 140 60.855 Notes) 89'-11 0.000053 2EE(15'-3),T(59'-4'/2) 4 -4'-6 81.72 8.3900 720'-5'h 0.038 4 4-6 12 (See 419'-11 140 60.893 Notes) 98'-3'/2 3 4-6 81.72 12.4600 518'2'/2 0.000008 0,004 T(98'-3'/2) 3 4-6 6 (See 11'-0 140 60.897 Notes) 26'-9'/2 -2.168 0.000217 GV(4'-8%),E(22'-1) 2 0'-6 81.72 6.2800 37'-9'/2 0.008 �,©M.E.P.CAD,Inc. MjAutoSPRINK2020v16.3.6.0 5 2/22/2021 12:08:41PM Page Job Name: FOWLER SQUARE Remote Area Number: 5 Date:2/22/2021 Pipe Information Elev 1 Flow added Fitting Length C Factor Total(Pt) Notes s Node 1 (Foot) K-Factor this(gs)tep Nominal ID Devices8, (Foot) Fitting/Device(Equivalent Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID (Foot) Total) (Foot) (psi) Friction(PQ directly to(PQ and shown as 2 0'-6 6 (See 3'-0 120 58.738 Notes) -1.301 1 3'-6 81.72 6.0650 3'-0 0.000342 0.001 S 100.00 57.438 Hose Allowance At Source 1 181.72 Total(Pt) Route 1 1004 35'-4 4.9 20.14 1 (See 16-7 150 16.899 .....Route 2 Notes) Sprinkler, 15'-0 -0.316 76 36'-0'% 20.14 1.1010 31'-7 0.068945 2.178 E(7'-0),T(5'-0),3Tr(1'-0) 76 36-0'% 20.73 1 (See 4'-8'/z 150 18.761 Notes) Flow(q)from Route 3 1'-0 -0.000 72 36'-0'% 40.87 1.1010 1 0.255271 1.459 Tr(1'-0) 72 36-0'% 1 (See 1'-0 120 20.219 Notes) 5'-0 0.000 74 36'-0'% 40.87 1.0490 6 0 0.488218 2.929 PO(5'-0) 74 36'-0% 3 11'-6 120 23.149 69 36'-0'/2 40.87 3.2600 0.001952 11'-6 0.022 23.171 Total(Pt) Route 2 1003 35'-4 4.9 20.73 1 (See 4'-3 150 17.896 .....Route 3 Notes) Sprinkler, 12'-0 -0.316 76 36'-0'/z 20.73 1.1010 16 3 0.072699 1 181 E(7'-0),T(5'-0) 18.761 Total(Pt) Route 3 1001 35'-4 4.9 20.84 1 (See 1'-9 150 18.095 .....Route 4 Notes) Sprinkler, 12'-0 -0.316 71 36'-0'% 20.84 1.1010 13 9 0.073445 1.010 E(7'-0),T(5'-0) 18.789 Total(Pt) Route 4 �,©M.E.P.CAD,Inc. Jill AutoSPRINK 2020 v16.3.6.0 5 2/22/2021 12:08:41PM Page 5 Job Name: FOWLER SQUARE Remote Area Number:5 Date: 2/22/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90°Elbow EE 45°Elbow Eel 11%<°Elbow Eel 22'/2 Elbow • f Flow Device fd Flex Drop FDC Fire Department Connection fE 90'FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �,©M.E.P.CAD,Inc. E j9 AutoSPRINK 2020 v16.3.6.0 5 2/22/2021 12:08:41 PM Page 6 Hydraulic Calculations for Project Name: FOWLER SQUARE Location:719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP.cad Calculation Date:2/22/2021 Design Remote Area Number: 6 Remote Area Location: 3RD LEVEL INTERSTITIAL Occupancy Classification: Light Hazard �EOF NE�yy NA SAP ppULBfgGF9'9j oy Density 0.10gpm/ft, Area of Application: 1500ft2(Actual 955ft2) L Coverage per Sprinkler: 144ft2 Type of sprinklers calculated: Upright 2sF 06785 No.of sprinklers calculated: 9 oA9�FE3S10A No.of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 244.97 @ 54.732 (Safety Margin=5.142) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Firetek Sprinkler Systems, LLC. Address: 58 Hudson River Rd, Waterford, NY 12188 Phone Number: Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A k@ M.E.P.CAD, Inc. �AutoSPRINK 2020 06.3.6.0 6 2/22/202112:10:02PM Page 1 Hydraulic Graph Job Name:FOWLER SQUARE N 1.85 Remote Area Number:6 Date:2/22/2021 100 Supply Summary Sheet 90 Node:1 80 70 AvailsCle Supply e0 =Static Pressure e0.000 751.00 Q 59.000 E979.874 _ lHcssAllouanee at Source S0 i; a` 40 System"emend wrae 30 20 10 1 01.0 300 450 e-00 7B °00 tOF4 10 200 1350 1500 Flow-gpm (y©M.E.P.CAD,Inc. E19 AutoSPRINK 2020 06.3.6.0 2/22/2021 12:10:03PM Page 2 Job Name: FOWLER SQUARE Remote Area Number: 6 Date: 2/22/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 1 751.00 59.874 244.97 54.732 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 3'-6 Supply 54.732 144.97 1101 37'-9 Sprinkler 9.780 17.51 1102 37'-9 Sprinkler 7.557 15.39 1103 37'-9 Sprinkler 10.043 17.75 1104 37'-9 Sprinkler 7.000 14.82 1105 37'-9 Sprinkler 7.879 15.72 1106 37'-9 Sprinkler 10.002 17.71 1107 37'-9 Sprinkler 7.300 15.13 1108 37'-9 Sprinkler 7.826 15.67 1109 37'-9 Sprinkler 7.437 15.27 2 0'-6 56.030 3 4-6 58.174 4 4-6 58.162 5 -4'-6 58.052 6 0'-6 Gauge 55.708 57 29'-2'/ 26.086 58 36'-0'/: 22.603 64 36'-0'/: 12.964 65 36'-0'/: 16.866 ©M.E.P.CAD,Inc. AutoSPRINK 2020 06.3.6.0 2/22/2021 12:10:05PM Page 3 Job Name: FOWLER SQUARE Remote Area Number: 6 Date: 2/22/2021 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 66 36'-OYz 10.888 67 36'-OY2 8.589 68 36'-OY2 11.159 69 36'-0'/: 16.638 70 36'-OY2 12.603 72 36'-OY2 12.564 73 36'-OY2 8.921 74 36'-0Y: 16.607 75 36'-0'/z 11.117 77 36'-OYz 8.867 d(b,©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.6.0 2/22/2021 12:10:05PM Page 4 Job Name: FOWLER SQUARE Remote Area Number:6 Date:2/22/2021 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices I(Foot) Fitting/Device(Equivalent (q) Fitting pf Friction Elev(Pe) Length) Equiv. (Foot) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable,are added Node 2 Foot Actual ID Length Total (Foot) M (Foot) (Foot) (psi) Friction(Pf directly to(Pf)and shown as 1104 37'-9 5.6 14.82 1 (See 1 T-6 150 7.000 .....Route 1..... Sprinkler, Notes) 8'-0 0.750 0.039060 T(5'-0),3Tr(1'-0) 67 36'-0'/: 14.82 1.1010 21'_6 0.839 67 36'-0Y2 15.39 1 (See 11'-9 150 8.589 Flow(q)from Route 4 Notes) 66 36'-0'/ 30.21 1.1010 15 9 0.145935 2.299 4Tr(1'-0) 66 36-0'/2 17.51 1 6'-1'/2 150 10.888 Flow(q)from Route 7 64 36'-0'/z 47.72 1.1010 0.340031 2.076 64 36-0'/2 1 (See 1'-0 120 12.964 Notes) 5'-0 65 36'-0'/: 47.72 1.0490 6 0 0.650324 3.902 PO(5'-0) 65- 36'-0'/2 97.24 3 (See 256'-6 120 16.866 - Notes) Flow(q)from Route 2 26'0 0.000 58 36'-0'/: 144.97 3.2600 0.020306 5.737 2fT(13'-0) 282'-6 58 36'-0'/z 4 (See 10'-5'/2 120 22.603 Notes) 84'-8'/2 2.958 57 29'-2'/ 144.97 4.2600 95' 1'/2 0.005518 0.525 2fE(6-9'%),CV(28'-11'/2),BV(1 5'-9%),PO(26'-4) 57 29'-2'/2 6 (See 146'-3 120 26.086 Notes) 203'-1'/2 12.450 6 0'-6 144.97 6.3570 0.000786 17 172 2Z,4fE(10'-0),C(37'-8'/2),2BF 349'4'/2 P(-7.000),CV(40'-3),BV(12'-7) E(17'-7),T(25'-0),2Tr(10'-0), BFP(- 6 0'-6 6 (See 193'-11'/2 140 55.708 Notes) 88'-3 2.168 0.000627 LtE(14'-2),2EE(11'-0'/2),GV(4'- 5 4'-6 144.97 6.2800 282'-2'/2 0.177 8'/2),T(47'-3'/2) 5 4-6 8 (See 630'-6'/2 140 58.052 Notes) 89'-11 0.000153 2EE(15'-3),T(59'-4'/2) 4 -4'-6 144.97 8.3900 720'-5'/2 0.110 4 4-6 12 (See 419'-11 140 58.162 Notes) 98'-3'/2 3 4'-6 144.97 12.4600 0.000022 T(98'-3'/2) 518'-2/2 0.012 ,©M.E.P.CAD,Inc. 9 AutoSPRINK 2020 06.3.6.0 6 2/22/2021 12:10:07PM Page 5 Y y Job Name: FOWLER SQUARE Remote Area Number:6 Date: 2/22/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID (F0000t) Total(Foot) (psi) Friction(Pf) directly to(Pf)and shown as ( 3 4-6 6 (See 11'-0 140 58.174 Notes) 26'-9'/z -2.168 2 0'-6 144.97 6.2800 37'-9'/z 0.000627 0.024 GV(4'-8'%),E(22'-1) 2 0'-6 6 (See 3'-0 120 56.030 Notes) -1.301 1 3'-6 144.97 6.0650 3'-0 0.000988 0.003 S 100.00 54.732. Hose Allowance At Source 1 244.97 Total(Pt) Route 1 IT-6 150 7.300 •••••Route 2••••• 1107 37'-9 5.6 15.13 1 (See Sprinkler, Notes) 8'-0 0.750 73 36'-0'/2 15.13 1.1010 21'6 0.040603 0.872 T(5'-0),3Tr(1'-0) 73 36'-0'% 15.72 1 (See . 11'-9 150 8.921 Notes) Flow(q)from Route 6 68 36'-0% 30.85 1.1010 14 9 0.151686 2 238 3Tr(1'-0) 68 36'-0'/2 17.75 1 4'-1'/2 150 11.159 Flow(q)from Route 9 70 36'-0'/2 48.59 1.1010 0.351608 4'-1/: 1.444 70 36'-OY2 1 (See 1'-0 120 12.603 Notes) 5'-0 0.000 69 36'-0% 48.59 1.0490 6'-0 0.672465 4.035 PO(5'-0) 69 36'-0'/= 48.65 3 (See 13'-6 120 16.638 Notes) Flow(q)from Route 3 10'-0 -0.000 65 36'-0'/z 97.24 3.2600 23'6 0.009701 0 228 2fE(5'-0) 16.866 Total(Pt) Route 2 1109 37'-9 5.6 15.27 1 (See 9'-6 150 7.437 .....Route 3 Notes) Sprinkler, 7'-0 0.750 77 36'-0% 15.27 1.1010 16'6 0.041309 0.681 T(5'-0),2Tr(l'-0) 77 36'-0Y2 15.67 1 (See 11'-9 150 8.867 Flow(q)from Route 5 Notes) 75 36'-0% 30.94 1.1010 0.152500 2.250 3Tr(1'-0) 14'-9 75 36'-0% 17.71 1 4'-1 Y2 150 11.117 Flow(q)from Route 8 72 36'-OY2 48.65 1.1010 1 0.352321 4'-1/2 1.447 [(y,©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.6.0 6 2/22/2021 12:10:07PM Page 6 Job Name: FOWLER SQUARE Remote Area Number:6 Date: 2/22/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Node 2 Actual ID Length Total Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added(Foot) M (Foot) (Foot) (psi) Friction(Po directly to(Pf)and shown as 72 36'-0'/s 1 (See 1'-0 120 12.564 Notes) 5'-0 0.000 74 36'-0'/2 48.65 1.0490 6 0 0.673829 4.043 PO(5'-0) 74 36'-0'/2 3 11'-6 120 16.607 69 36'-0'/2 48.65 3.2600 0.002694 11'-6 0.031 16.638 Total(Pt) Route 3 1102 37'-9 5.6 15.39 1 (See 1'-9 150 7.557 .....Route 4 Notes) 5'-0 0.750 Sprinkler, 67 36'-0'/: 15.39 1.1010 6-9 0.041926 0 282 T(5'-0) 8.589 Total(Pt) Route 4 1108 37'-9 5.6 15.67 1 (See 1'-9 150 7.826 •••••Route 5••••• Notes) Sprinkler, 6-0 0.750 77 36'-0'/z 15.67 1.1010 6 9 0.043306 0 291 T(5'-0) 8.867 Total(Pt) Route 5 1105 37'-9 5.6 15.72 1 (See 1'-9 150 7.879 .....Route 6 Notes) Sprinkler, 6-0 0.750 73 36'-0'/ 15.72 1.1010 6 9 0.043574 0.293 T(5'-0) 8.921 Total(Pt) Route 6 1101 37'-9 5.6 17.51 1 (See 1'-9 150 9.780 •••••Route 7••••• Sprinkler, Notes) 6-0 0.750 66 36'-0'/z 17.51 1.1010 6-9 0.053220 0.358 T(5'-0) 10.888 Total(Pt) Route 7 1106 37'-9 5.6 17.71 1 (See 1'-9 150 10.002 •••••Route8••••• Notes) Sprinkler, 5'-0 0.750 75 36'-0'/ 17.71 1.1010 - 6 9 0.054336 0.366 T(5'-0) 11.117 Total(Pt) Route 8 1103 37'-9 5.6 17.75 1 (See 1'-9 150 10.043 •••••Route 9••••• Notes) Sprinkler, 6-0 0.750 68 36'-0'/z 17.75 1.1010 6-9 0.054541 0.367 T(5'-0) 11.159 Total(Pt) Route 9 �,©M.E.P.CAD,Inc. 1.19 AutoSPRINK 2020 06.3.6.0 6 2/22/2021 12:10:07PM Page 7 Job Name: FOWLER SQUARE Remote Area Number:6 Date:2/22/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier U Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90'Elbow EE 45'Elbow Eel 11'% Elbow Eel 22'/2 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 450 FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle Pl Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �/,©M.E.P.CAD,Inc. E'��AutoSPRINK 2020 vl6.3.6.0 6 2/22/2021 12:10:07PM Page 8 a t Hydraulic Calculations for Project Name: FOWLER SQUARE Location:719 BAY ROAD, QUEENSBURY, NY 12804, Drawing Name: FOWLER FP.cad Calculation Date:2/22/2021 Design Remote Area Number: 7 Remote Area Location: 3RD LEVEL CORRIDOR Occupancy Classification: Light Hazard EOF NEKry� NA 0 9 LB ti Density 0.10gpm/ft2 L Area of Application: 1500ft2(Actual 294ft2) n Coverage per Sprinkler: 130ft2 F Type of sprinklers calculated: Pendent 067 795 oA9�FES786 SIGIA No. of,sprinklers calculated: 5 No. of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 174.23 @ 40.912 (Safety Margin= 19.021) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Firetek Sprinkler Systems, LLC. Address: 58 Hudson River Rd,Waterford, NY 12188 Phone Number: Name of designer: GERALD W EBELING, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. �AutoSPRINK 2020 v16.3.6.0 7 2/22/202112:13:06PM Page 1 Hydraulic Graph Job Name:FOWLER SQUARE N 1.85 Remote Area Number:7 Date:2/22/2021 100 Supply Summary Sheet so Node:1 80 70 Available Supply 80 -Static Pressure 50.000 751.00 Q 59-TT .000 174.23 Q 59.933 _ ,n m a0 01 a` r7,4.23912 40 th HcseAllmvance at Source 30 System demand curve 20 10 0 a150 330 450 e00 750 e00 7M 1200 1350 1500 Flow-gpm &@ M.E.P.CAD,Inc. 011 AutcSPRINK 2020 06.3.6.0 2/22/2021 12:13:07PM Page 2 Job Name: FOWLER SQUARE Remote Area Number: 7 Date: 2/22/2021 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) °C (gpm) (psi) @ (gpm) (psi) 1 Water Supply 60.000 59.000 1 751.00 59.933 174.23 40.912 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 3'-6 Supply 40.912 74.23 1601 35'-3 Sprinkler 7.083 14.90 1602 35'-3 Sprinkler 7.041 14.86 1603 35'-3 Sprinkler 7.013 14.83 1604 35'-3 Sprinkler 7.009 14.83 1605 35'-3 Sprinkler 7.000 14.82 2 0'-6 42.212 3 4-6 44.372 4 4-6 44.369 5 -4'-6 44.337 6 0'-6 Gauge 42.118 57 29'-2'/2 11.908 58 36'-0'/2 8.798 59 36'-0'/: 7.416 60 36'-0'/z 7.365 61 36'-0'/z 7.335 62 36'-0'/z 7.323 63 36-0'/z 7.321 k,©M.E.P.CAD,Inc. AutoSPRINK 2020 v16.3.6.0 2/22/2021 12:13:10PM Page 3 Job Name: FOWLER SQUARE Remote Area Number: 7 Date: 2/22/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this(q) )tep Nominal ID Devices (Foot) Fitting/Device(Equivalent g Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow LenEqugth (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID (Foot) Total (psi) Friction(Po directly to(Pq and shown as (Foot) (Foot) 1605 35'-3 5.6 14.82 1 (See 1'-9'/2 120 7.000 .....Route 1 Notes) Sprinkler, 7'-0 -0.334 63 36'-0'/z 14.82 1.0490 - 0.074703 E(2'-0),PO(5'-0) 8'-9/z 0.655 63 36'-0'/2 3 6'-10 120 7.321 -0.000 62 36'-0'% 14.82 3.2600 0.000299 6'-10 0.002 62 36-oY: 14.83 3 11'-6 120 7.323 Flow(q)from Route 2 61 36'-0'/z 29.64 3.2600 0.001077 11'-6 0.012 61 36'-0Y2 14.83 3 12'-11'/2 120 7.335 Flow(q)from Route 3 -0.000 60 36'-0'/2 44.47 3.2600 0.002282 12'-11 Yz 0.030 60 36'-0'/2 14.86 3 13'-2 120 7.365 Flow(q)from Route 4 -0.000 59 36'-OY2 59.33 3.2600 0.003889 13'-2 0.051 59 36'-OY2 14.90 3 (See 208'-8 120 7.416 Notes) Flow(q)from Route 5 26'-0 0.000 58 36'-0% 74.23 3.2600 0.005887 1.382 2fT(13'-0) 234'-8 58 36'-0Y2 4 (See 10'-5Y2 120 8.798 Notes) 84'-8Yz 2.958 57 29'-2'/ 74.23 4.2600 0.001600 2fE(6'-9Y2),CV(28'-11 Y2),BV(1 95'-1/ 0.152 5'-9'/2),PO(26'-4) 57 29'-2/2 6 (See 146-3 120 11.908 Notes) 203'-1'/z 12.450 6 0'-6 74.23 6.3570 349'4Yz 0.000228 17 760 2Z,4fE(10'-0),C(37'-8'/),2BF P(-7.000),CV(40'-3),BV(12'-7) E(17'-7),T(25'-0),2Tr(10'-0), BFP(- 6 0'-6 6 (See 193'-11'/2 140 42.118 Notes) 88'-3 2.168 5 4-6 74.23 6.2800 0.000182 LtE(14'-2),2EE(11'-OY2),GV(4'- 282'-2/z 0.051 8%),T(47'-3'/z) 5 4-6 8 (See 630'-6'/2 140 44.337 Notes) 891-11 0.000044 2EE(15'-3),T(59'-4%) 4 -4'-6 74.23 8.3900 720'-5Y2 0.032 ©M.E.P.CAD,Inc. p 9Auto SPRINK 2020 v16.3.6.0 7 2/22/2021 12:13:12PM Page 4 r Job Name: FOWLER SQUARE Remote Area Number:7 Date:2/22/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices Fitting g Length) Elev 2 Total Flow Equiv. (Foot) Pf Friction Elev(Pe) Fixed Pressure Losses, ( Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID Length Total (psi) Friction(Pf) directly to(Pf)and shown as ) (Foot) 4 4-6 12 (See 419'-11 140 44.369 Notes) 98'-3,/2 3 4-6 74.23 12.4600 518'-2/2 1 0.000006 0.003 T(98'-3%) 3 4-6 6 (See 11'-0 140 44.372 Notes) 26'-9'/z -2.168 2 0'-6 74.23 6.2800 0.000182 GV(4'-8'/:),E(22'-1) 37'-9/2 0.007 2 0'-6 6 (See 3'-0 120 42.212 Notes) -1.301 F1 3'-6 74.23 6.0650 0.000286 S 3'-0 0.001 100.00 40.912 Hose Allowance At Source 1 174.23 Total(Pt) Route 1 1604 35'-3 5.6 14.83 1 (See 1'-9'% 120 7.009 .....Route 2 Notes) Sprinkler, 7'-0 -0.343 62 36'-0'/2 14.83 1.0490 074790 E(2'-0),PO(5'-0) 8'-9,Y 0.658 7.323 Total(Pt) Route 2 1603 35'-3 5.6 14.83 1 (See 1'-9'/2 120 7.013 •••••Route 3••••• Notes) Sprinkler, 7'-0 -0.334 0.074834 E(2'-0),PO(5'-0) 61 36'-0'/2 14.83 1.0490 8'-9'/2 0.656 7.335 Total(Pt) Route 3 1602 35'-3 5.6 14.86 1 (See 1'-9'/2 120 7.041 •••••Route 4••••• Notes) Sprinkler, 7'-0 -0.334 60 36'-0'/2 14.86 1.0490 , 75 E(2'-0),PO(5'-0) 8'-9/2 0.659 7.365 Total(Pt) Route 4 1601 35'-3 5.6 14.90 1 (See 1'-10 120 7.083 •••••Route s••••• Sprinkler, Notes) 7'-0 -0.334 59 36'-0'/2 14.90 1.0490 8' 10 0.075518 0.668 E(2'-0),PO(5'-0) 7.416 Total(Pt) Route 5 �,©M.E.P.CAD,Inc. U9 AutoSPRINK 2020 v16.3.6.0 7 2/22/2021 12:13:12PM Page 5 s r Job Name: FOWLER SQUARE Remote Area Number: 7 Date:2/22/2021 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90'Elbow EE 45°Elbow Eel 11'/4 Elbow Eel 22% Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �},©M.E.P.CAD,Inc. AutoSPRINK 2020 06.3.6.0 7 2/22/2021 12:13:11 PM Page 6