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CC-000410-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF, OCCUPANCY Permit Number: CC-000410-2017 Date Issued: Friday,June 29, 2018 This is to certify that work requested to be done as shown by Permit Number CC-000410-2017 has been completed. i 'fax Map Number: 308.20-1-6 Location: 66 CAREY RD Owner: Northeastern Power Systems Applicant: JAG I,LLC This structure may be occupied as a:Commercial Addition 11,400 s.f: Northeast Power Systems Inc. By Order of Town Board Cross Ref: Site Plan Review P-SP-43-2017 TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, 4.,t1) Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. i TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: CC-000410-2017 Tax Map No: 308.20-1-6 Permission is hereby granted to: JAG I,LLC For property located at: 66 CAREY RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tvne of Construction Owner Name: Northeastern Power Systems Factory-Industrial-Addition $700,000.00 Owner Address: 66 Carey RD Total Value $700,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency JAG 1,LLC 175 Broad ST,Suite 320 Glens Falls,NY 12801 Plans&Specifications Commercial Addition 11,400 s.f. Northeast Power Systems Inc. Cross Ref. Site Plan Review P-SP-43-2017 $2,622.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,August 9,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensb before the a 'ratio date. Dated at the Town o Queens We August 9,2017 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only lot ADDITION/ALTERATION PERMITPermit#: Q00 APPLICATION Permit dee: $ � 0 Town ofQccn.sbum _s _ ._.._. 742 Bay Road,Queensbury,NY 12804 JUL O pice#;I - �nyZ P:518-761-8256 www.gueensbury.net 3 i�i _ t Project Location: 66 Carey road, Queensbury SOWN OF QUEENSB iRY Tax Map ID #: 308.20-1-6 Subdivision Name: CONTACT INFORMATION: • Applicant: Name(s): JAG I, LLC Mailing Address, C/S/Z: 175 Broad Street, Suite 320 Glens Falls NY 12801 Cell Phone: ( ) 361-1254 Land Line: 812-0808 Email: tim@jaggroupllc.com Primary Owner(s): Name(s): Northeast Power Systems Inc. Mailing Address, C/S/Z: 66 Carey road, Queensbury NY 12804 Cell Phone: Land Line: 792-4776 Email: • Contractor(s): Business Name: JAG I, LLC Contact Name(s). Tim Barber . Mailing Address, C/S/Z: 175 Broad Street, Suite 320 Glens Falls NY 12801 Cell Phone: ( ) 361-1254 Land Line: 812-0808 Email: tim@jaggroupllc.com Architect(s)/Engineer(s): Business Name: JAG I, LLC / Cotler Architecture Contact Name(s): Tim Barber Mailing Address, C/S/Z: 175 Broad Street, Suite 320 Glens Falls NY 12801 Cell Phone: ( _) 361-1254 Land Line: 812-0808 Email: tim@jaggrouplic.com Contact Person for Building & Code Compliance: Tim Barber Cell Phone: ( _) 361-1254 Land Line: �_) 812-0808 Email: tim@jaggroupllc.com Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised February 2017 PROJECT INFORMATION: TYPE: X Commercial Residential WORK CLASS: Single-Family _Two-Family _Multi-Family (#of units ) Townhouse X Business Office Retail X Industrial/Warehouse Garage (#of cars ) _Other (describe ) ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 11400 1st floor: 2nd floor: 2nd floor: 3rd floor: 3rd floor: 41h floor: 4th floor: Total square feet: 11400 Total square feet: ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 700,000 2. If Commercial project, what is the proposed use: Storage and office 3. Source of Heat (circle one): Gas Oil Propane Solar Other Fireplaces need a separate Fuel Burning Appliances &Chimney Application 4. Are there any structures not shown on the plot plan? YES NO Explain: 5. Are there any easements on the property? YES NO 6. SITE INFORMATION: a. What is the dimensions or cr of the parcel? 4.58 acres b. Is this a corner lot? YES NO c. Will the grade be changed as a res the construction? YES NO d. What is the water source? PUBLIC PRIVATE WELL e. Is the parcel on SEWER or a PRIVATE SEPTIC system? Septic Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised February 2017 DECLARATION: 1. 1 acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 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. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Timothy F. Barber SIGNATURE: 2 DATE: July 7, 2017 Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised February 2017 SEPTIC DISPOSAL PERMIT APPLICATION Office use Only 742 Bay Road,Queensbury,NY 12804 7nwn ofCjueensbun- q Permit#: P:518-761-8256 www.gueensbury.net Q Tax Map ID#: 308.20-1-6 Permit Fee:$ ; Invoice#: Project Location: 66 Carey Road Queensbury Septic Variance? Yes No Primary Owner(s) Northeast Power Systems Inc. Mailing Address 66 Carey road, Queensbury NY 12804 Phone & Email 792-4776 Installer/Builder JAG I, LLC Mailing Address 175 Broad Street, Suite 320 Glens Falls NY 12801 Phone & Email 812-0808 tim@jaggroupllc.com Engineer ABD Engineers LLP Mailing Address 411 Union Street Schenectady, NY 12305 Phone & Email 377-0315 Contact Person for Building&Code Compliance: Tim Barber Phone: 361-1254 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present 255 PARCEL INFORMATION: Topography X Flat Rolling Steep Slope %Slope Soil Nature X Sand Loam Clay Other Groundwater At what depth? greater than 9.5' Bedrock/Impervious material At what depth? greater than 9.5' Domestic Water Supply _XMunicipal _Well (if well,water supply from any septic system absorption is_ft.) Percolation Test Rate:___I_per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 11000 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length 184 ft.; Each Trench 46 ft. See drawings Seepage Pit with #3 stone How many: ;Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ;tank size ;#of tanks NOTES: 1.Alarm system &associated electrical work must be inspected by a Town approved electrical inspection agency;2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all r quirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: Timothy F. Barber DATE: 7/7/17 SIGNATURE: 2 DATE: 7/7/17 Town of Queensbury Building&Code Enforcement Revised February 2017 INSPECTION WORKSHEET (BINS-004436-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:CC-000410-2017Case Module:Permit Inspection Date:06/19/2018Inspection Status:Partial Pass Inspector:John O'BrienInspection Type:Commercial Final Inspection Job Address:66 CAREY RDParcel Number:308.20-1-6 Queensbury, NY 12804 Contact TypeCompany NameName Granted PermissionJAG I, LLC, ContractorJAG I, LLC, ApplicantJAG I, LLC, EngineerABD Engineers LLC, ArchitectCotler Architecture, Primary OwnerNortheastern Power Systems, Checklist ItemPassedComments Blower Door Test CertificationYES-Blower Door Test results from Stonehenge Associates. Chimney / B Vent / Direct Vent LocationYES Chimney Rain Cap InstalledYES Plumbing Vent Through Roof/Roof completeYES Ext Finish /Grade Complete/6 in 10ft or EquivalentYES Doors 36 inch wLever Hand Panic Hardware, if reqYES Exits At Grade Or Platform 36 (w) x 44 (l)YES Gas Shut-off Exposed & Regulator (18) Above GradeYES Floor Bathroom Watertight Other Floors OkayYES Relief Valve ,Heat Trap/Water Temp 110 deg or lessYES-Downspout on HW Tank Relief Valve Gas Furnace Shut OffYES HVAC Vent Terminal 10' from Lot Line & OpeningsYES Firewalls, 2 Hr, 3 Hr / Fire Dampers / Fire DoorsYES-Add seals on fire door Attic Access 30 x 20 x 30 (h)YES H/C Bathroom Grab Bars /Sinks/Toilets/MirrorsYES-Install Trap wrap on lav. -Install mirror. Bottom of mirror 40― max from floor. Handicapped Bath/Parking Lot SignageYES-Install Unisex Handicapped Sign at Bathroom. -Install Handicapped Sign and no parking Sign at designated location. Low flow toilet 1.3 gal/flushing cycle -YES showerhead/faucet Universal Symbol of Access displayed - on all H/CYES-Install universal symbol in handicapped parking space. signs Final Electrical / Flex Gas Piping BondedYES Site Plan Variance requiredNO As-built Septic System Layout RequiredYES Bldg Access All Sides 20ft Drivable SurfaceYES Jun 19, 2018Page (3) INSPECTION WORKSHEET (BINS-004436-2018) Checklist ItemPassedComments Engineer or Architect ApprovalYES-Provide a Final Approval Letter from Mike Hutsenpiller signing off on the structural elements of the project. -Provide a final reporter and certified septic system as-built from the engineer. -Provide a Final Approval Letter from the Architect signing off on the project that the building was built in accordance with the approved plans and specifications. Special InspectionsYES-Submit all soil compaction, concrete testing, and structural inspections from Construction Technologies. Provide a Final Approval Letter from Construction Technologies stating that all special inspection were completed as per the approved plans. -Provide an Air Balancing Report from Albany Mechanical. Jun 19, 2018Page (4) INSPECTION WORKSHEET (BINS-004436-2018) Checklist ItemPassedComments OK to Issue Temporary C/ONO6/4/18 Final Inspection Not Approved -Submit all soil compaction, concrete testing, and structural inspections from Construction Technologies. Provide a Final Approval Letter from Construction Technologies stating that all special inspection were completed as per the approved plans. -Blower Door Test results from Stonehenge Associates. -Provide an Air Balancing Report from Albany Mechanical. -Provide a Final Approval Letter from Mike Hutsenpiller signing off on the structural elements of the project. -Provide a final reporter and certified septic system as-built from the engineer. -Provide a Final Approval Letter from the Architect signing off on the project that the building was built in accordance with the approved plans and specifications. -Install Unisex Handicapped Sign at Bathroom. -Install Handicapped Sign and no parking Sign at designated location. -Install universal symbol in handicapped parking space. -Install Trap wrap on lav. -Install mirror. Bottom of mirror 40― max from floor. -Complete all Fire Marshal’s Items -Complete all site items as per approved site plan. 6/19/18 Final Inspection Not Approve -Complete all site items as per approved site plan. Jun 19, 2018Page (5) INSPECTION WORKSHEET (BINS-004436-2018) Checklist ItemPassedComments OK to Issue C/ONO6/4/18 Final Inspection Not Approved -Submit all soil compaction, concrete testing, and structural inspections from Construction Technologies. Provide a Final Approval Letter from Construction Technologies stating that all special inspection were completed as per the approved plans. -Blower Door Test results from Stonehenge Associates. -Provide an Air Balancing Report from Albany Mechanical. -Provide a Final Approval Letter from Mike Hutsenpiller signing off on the structural elements of the project. -Provide a final reporter and certified septic system as-built from the engineer. -Provide a Final Approval Letter from the Architect signing off on the project that the building was built in accordance with the approved plans and specifications. -Install Unisex Handicapped Sign at Bathroom. -Install Handicapped Sign and no parking Sign at designated location. -Install universal symbol in handicapped parking space. -Install Trap wrap on lav. -Install mirror. Bottom of mirror 40― max from floor. -Complete all Fire Marshal’s Items -Complete all site items as per approved site plan. 6/11/18 Final Inspection Not Approved Remaining a Items: -Provide a Final Approval Letter from Mike Hutsenpiller signing off on the structural elements of the project. -Provide a final reporter and certified septic system as-built from the engineer. -Complete all site items as per approved site plan. 6/19/18 Final Inspection Not Approve -Complete all site items as per approved site plan. O'Brien, John (Inspector) Jun 19, 2018Page (6) INSPECTION WORKSHEET (BINS-004083-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:CC-000410-2017Case Module:Permit Inspection Date:06/11/2018Inspection Status:Partial Pass Inspector:John O'BrienInspection Type:Commercial Final Inspection Job Address:66 CAREY RDParcel Number:308.20-1-6 Queensbury, NY 12804 Contact TypeCompany NameName Architect\[Cotler Architecture\], Contractor\[JAG I, LLC\], Applicant\[JAG I, LLC\], Engineer\[ABD Engineers LLC\], Granted Permission\[JAG I, LLC\], Primary Owner\[Northeastern Power Systems\], Checklist ItemPassedComments Blower Door Test CertificationYES-Blower Door Test results from Stonehenge Associates. Chimney / B Vent / Direct Vent LocationYES Chimney Rain Cap InstalledYES Plumbing Vent Through Roof/Roof completeYES Ext Finish /Grade Complete/6 in 10ft or EquivalentYES Doors 36 inch wLever Hand Panic Hardware, if reqYES Exits At Grade Or Platform 36 (w) x 44 (l)YES Gas Shut-off Exposed & Regulator (18) Above GradeYES Floor Bathroom Watertight Other Floors OkayYES Relief Valve ,Heat Trap/Water Temp 110 deg or lessNO-Downspout on HW Tank Relief Valve Gas Furnace Shut OffYES HVAC Vent Terminal 10' from Lot Line & OpeningsYES Firewalls, 2 Hr, 3 Hr / Fire Dampers / Fire DoorsNO-Add seals on fire door Attic Access 30 x 20 x 30 (h)YES H/C Bathroom Grab Bars /Sinks/Toilets/MirrorsYES-Install Trap wrap on lav. -Install mirror. Bottom of mirror 40? max from floor. Handicapped Bath/Parking Lot SignageYES-Install Unisex Handicapped Sign at Bathroom. -Install Handicapped Sign and no parking Sign at designated location. Low flow toilet 1.3 gal/flushing cycle - showerhead/faucetYES Universal Symbol of Access displayed - on all H/C signsYES-Install universal symbol in handicapped parking space. Final Electrical / Flex Gas Piping BondedYES Site Plan Variance requiredNO As-built Septic System Layout RequiredNO Bldg Access All Sides 20ft Drivable SurfaceYES Jun 11, 2018Page (1) INSPECTION WORKSHEET (BINS-004083-2018) Checklist ItemPassedComments Engineer or Architect ApprovalNO-Provide a Final Approval Letter from Mike Hutsenpiller signing off on the structural elements of the project. -Provide a final reporter and certified septic system as-built from the engineer. -Provide a Final Approval Letter from the Architect signing off on the project that the building was built in accordance with the approved plans and specifications. Special InspectionsNO-Submit all soil compaction, concrete testing, and structural inspections from Construction Technologies. Provide a Final Approval Letter from Construction Technologies stating that all special inspection were completed as per the approved plans. -Provide an Air Balancing Report from Albany Mechanical. OK to Issue Temporary C/ONO6/4/18 Final Inspection Not Approved -Submit all soil compaction, concrete testing, and structural inspections from Construction Technologies. Provide a Final Approval Letter from Construction Technologies stating that all special inspection were completed as per the approved plans. -Blower Door Test results from Stonehenge Associates. -Provide an Air Balancing Report from Albany Mechanical. -Provide a Final Approval Letter from Mike Hutsenpiller signing off on the structural elements of the project. -Provide a final reporter and certified septic system as-built from the engineer. -Provide a Final Approval Letter from the Architect signing off on the project that the building was built in accordance with the approved plans and specifications. -Install Unisex Handicapped Sign at Bathroom. -Install Handicapped Sign and no parking Sign at designated location. -Install universal symbol in handicapped parking space. -Install Trap wrap on lav. -Install mirror. Bottom of mirror 40? max from floor. -Complete all Fire Marshal?s Items -Complete all site items as per approved site plan. Jun 11, 2018Page (2) INSPECTION WORKSHEET (BINS-004083-2018) Checklist ItemPassedComments OK to Issue C/ONO6/4/18 Final Inspection Not Approved -Submit all soil compaction, concrete testing, and structural inspections from Construction Technologies. Provide a Final Approval Letter from Construction Technologies stating that all special inspection were completed as per the approved plans. -Blower Door Test results from Stonehenge Associates. -Provide an Air Balancing Report from Albany Mechanical. -Provide a Final Approval Letter from Mike Hutsenpiller signing off on the structural elements of the project. -Provide a final reporter and certified septic system as-built from the engineer. -Provide a Final Approval Letter from the Architect signing off on the project that the building was built in accordance with the approved plans and specifications. -Install Unisex Handicapped Sign at Bathroom. -Install Handicapped Sign and no parking Sign at designated location. -Install universal symbol in handicapped parking space. -Install Trap wrap on lav. -Install mirror. Bottom of mirror 40? max from floor. -Complete all Fire Marshal?s Items -Complete all site items as per approved site plan. 6/11/18 Final Inspection Not Approved Remaining a Items: -Provide a Final Approval Letter from Mike Hutsenpiller signing off on the structural elements of the project. -Provide a final reporter and certified septic system as-built from the engineer. -Complete all site items as per approved site plan. O'Brien, John (Inspector) Jun 11, 2018Page (3) CO check Software Version 4.3.6.1 Envelope Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Location: Glens Falls,New York Climate Zone: 6a Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: 66 Carey Road NEP51 Geoff Rousseile Queensbury,New York 12804 66 Carey Road Electric Concepts, LLC Queensbury,New York 12804 P.O. Box 5473 Clifton Park,New York 12065 516-376-9586 ectic123@aol.com Building Area Floor Area 1-Manufacturing Faeilij�:Nonresidential 11400 Envelope Assemblies (a)Budget Ll-factors are used for software baseline calculations ONLY,and are not code requirements. Envel..• • building •• be assigned to at least one . r FILE COPY 308.20-1-6 CC-000410-2017 JUL 7 5 2037 Northeastern Power Systems 66 Carey Road -- REVISED PLANS Comm. Addition 11, 400 s.f. Project Title:, R� Report date: 07/19117 Data filenarne: Page I of 9 COMcheck Software Version 4.3.5.1 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Project Type: Addition ConstR,ction Site: Owner/Agent, Designer!Contractor. 66 Carey Road NEPSI Geoff Rousselle Queensbury, New York 12804 66 Carey Road Electric Concepts, LLC Queensbury,New York 12804 P.O.Box 5473 Clifton Park,New York 12065 518-376-9586 ecllc123@aol.com Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 1-Mancufacturing/Warehouse(Manufacturing:Low Bay(<25ft.Floor to Ceiling Height)) 9000 1.19 10710 2-Office(Manufacturing:Low Bay(<25ft.Floor to Ceiling Height)) 2400 1.19 2856 Total Allowed Watts= 13566 Proposed Interior Lighting Power A B C D E Fixture ID: Description 1 Lamp/Wattage Per Lamp!Ballast Lamps/ I'1 of Fixture (C X D) Fixture Fixture Watt. 1-,Minufagjuring1W.a ehpu .(Marlgf8 t ring Lbw 6a} (<25ft Floor to Ceiling Heiphtl) LED:LED 1:Lithonia IBH24000LMS0080MD208OZ:Other: 2 "30 46 1380 2=C�fie(MnufactturingLQw Bay{<25ft Floor to Ceiling Height)) LED:LED 2:Lithonia 2RTL4 48 EZILP835:Other. 2 29 35 1015 Total Proposed Watts= 2395 Interior Lighting Compliance Statement Cornpiiance 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 2015 IECC requirements in COMcheck Version 4.3.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist, Project Title Report date: 07/19/17 Data filename: Page 2 of 9 COMcheck Software Version 4.3,5.1 Exterior Lighting Compliance Certificate Project Information Energy Code: 20151ECC Project Title: Project Type: Addition Exterior Lighting Zone 2(Light industrial area with limited nighttime use) Construction Site: Owner,Agent: Designer/Contractor: 66 Carey Road NEP51 Geoff Rousselle Queensbury,New York 12804 66 Carey Road Electric Concepts,LLC Queensbury, New York 12804 P.O.Box 5473 Clifton Park,New York 12065 518-376-9556 ecllc123@aol.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts f Wattage (B X C) Perimeter(Walkway<10 feet wide) 320 ft of 0.7 Yes 224 Total Tradable Watts(a)= 224 Total Allowed Watts= 224 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed bemeen tradable areasfsurfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power q B G D E Fixture ID:Description i Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixture Watt. Perimeter(Walkway<10 feet wide 320 ft of walkway length)'Tradable Wattage LED:LED 3:Lithonia WST 2 1OA700/40K S:Other, 2 6 46 276 _ Total Tradable Proposed Watts 276 Exterior Lighting Compliance Statement CornpJiance Statenfent: The proposed exterior lighting design represented in this document is consistent with the building pians, specifications;and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.3.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: Report date: 07119!:17 Data filename: Page 3 of 9 iCQMcheck Software Version 4.3.5,1 Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Location: Glens Falls,New York Climate Zone: 6a Project Type, Addition Construction Site: Owner/Agent: Designer/Contractor: 66 Carey Road NEPSI Geoff Rousselle Queensbury, New York 12804 66 Carey Road Electric Concepts,LLC Queensbury,New York 12804 P.O.Box 5473 Clifton Park,New York 12065 518-376-9586 eclic123@aol.com Mechanical Systems List Quantity System Type&description Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications,and other calculations submitted tivith this permit application,The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.3.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: Report date: 07119(17 Data filename: Page 4 of 9 COMcheck Software Version 4.0.2.8 ti , Mechanical Compliance CertificateN Z o O J Or N (L CD E Project Information O d W N Energy Code: 2014 New York Energy Conservation Construction Code Project Title: NEPSI V L Location: Warren County, New York W3 � � Climate Zone: 6a Project Type: New Construction C Q .� Construction Site: Owner/Agent: DesignerlContractor. I d i a 66 CAREY RD, JAG I LLC ALban Mechanical Services Inc. N � QUEENSBURY, NY 12804 175 Broad St 15 Albany Ave. Glens Falls, NY 12801 Green Island,NY 12183 00 t U E 518-812-0808 518-273-5541 O O CD C M Z (D Additional Efficiency Package Unspecified Mechanical Systems List FILE COPY Quantity System Type& Description 1 HVAC System 1 (Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=120000 kBtu/h Proposed Efficiency=92.00%Et,Required Efficiency=80.00%Et Cooling:1 each-Split System,Capacity=60000 kBtu/h,Air-Cooled Condenser,No Economizer,Economizer exception:High Efficiency Equipment Proposed Efficiency=13.00 EER,Required Efficiency=9.50 EER Fan System: None 1 HVAC System 2(Unknown): Heating:1 each-Unit Heater,Gas,Capacity=175000 kBtu/h Proposed Efficiency=82.00%Ec, Required Efficiency=80.00%Ec Fan System: None 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 propo d mechanical systems have been designed to meet the 2014 New York Energy Conservati n onstruction C e requir e s in COMcheck Version 4,0.2.8 and to comply with the mandatory requirements listed in the tion Checkli '- st. x —Y �� Name-Title at Dat OF K'z fC" &. U. AUG C� 2011 n Project Title: NEPSI Report date: 07/28/17 Data filename: C:\Users\Tom\Documents\JAG\nepsi\nepsi.cck Page 1 of 9 COMcheck Software Version .2.8 Inspection Checklist Energy Code: 2014 New York Energy Conservation Construction Code 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.L:_. C103.2 Plans, specifications,and/or []Complies [PR2)1 calculations provide all information ODoes Not :with which compliance can be ONot Observable determined for the mechanical systems and equipment and ONot Applicable document where exceptions to the standard are claimed. Load calculations per acceptable :engineering standards and ! handbooks, C406 Plans, specifications, and/or []Complies (PR9)1 calculations provide all information []Does Not with which compliance can be ;determined for the additional energy []Not Observable efficiency package options. ONot Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier i _.1,) 2 Med+um Impact(Tier 2) 3 low Impact(Tier 3) _ l _ __. Project Title: NEPSI Report date: 07128/17 Data filename: C:\Users\Tom\DocumentsvAG\nepsi\nepsi.cck Page 2 of 9 [-Section , # Footing/ Foundation Inspection I Complies? Comments/Assumptions &Re,.i Q j C403.2.4. Freeze protection and snowlice OComplies 5` melting system sensors for future ODoes Not [F09}3 connection to controls. ONot Observable ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1} �Niedium Impact(Ter 2) 3 'LowImpact(Tier 3) Project Title: NEPSI Report date: 07/28/17 Data filename: C:\Users\Tom\DocumentsVAG\nepsi\nepsi.cck Page 3 of 9 Seetio>n MechI nspe Rough-In Plan, Verified Field Verified Complies? Comments/Assumptions & Req.IC? Inspection Value Value C403.2.3 HVAC pment equiefficiency Efficiency. Efficiency: ❑Complies See the Mechanical Systems list [ME55]2 verified. ❑Does Not for values. ❑Not Observable ------- '❑Not Applicable C403.2.5. Demand control ventilation ❑Complies 1 provided for spaces >500 ft2 and ❑Does Not [ME59]1 >25 people/1000ft2 occupant density and served by systems ONot Observable with air side economizer,auto 'ONot Applicable modulating outside air damper :control,or design airflow>3,000 cfm. C403.2.7 ;HVAC ducts and plenums R- R- ❑Complies [ME60]2 insulated.Where ducts or ❑Does Not plenums are installed in or under a slab,verification may need to ❑Not Observable occur during Foundation ;❑Not Applicable Inspection. C403.2.8 :HVAC piping insulation thickness. in. p in. ❑Complies (ME61]1 Where piping is installed in or ❑Does Not under a slab,verification may ❑Not Observable need to occur during Foundation ' Inspection. ❑Not Applicable C403.2.8 'HVAC piping insulation thickness. : in. µ — in. ❑Complies [ME61]2 Where piping is installed in or ❑Does Not under a slab,verification may ;❑Not Observable need to occur during Foundation i Inspection, ONot Applicable f C403.2.8 Thermally ineffective panel ❑Complies (ME41]3 surfaces of sensible heating ❑Does Not panels have insulation>=R-3.5. ❑Not Observable __. ONot Applicable C403.2.7 Ducts and plenums sealed based ❑Complies ! [ME10]2 on static pressure and location. ❑Does Not ONot Observable ONot Applicable C403.2.7. Ductwork operating >3 in.water ❑Complies 1.3 column requires air leakage ❑Does Not [ME11]3 testing. ONot Observable i ONot Applicable C403.2.7. Ductwork operating >3 in.water ❑Complies 1.3 column requires air leakage ❑Does Not [ME11]3 testing. ❑Not Observable ONot Applicable C403.3.1, Air economizers provided where ❑Complies C403.3.1, required, meet the requirements ❑Does Not 1 for design capacity,control [ME62]1 :signal,ventilation controls,high- ❑Not Observable limit shut-off,integrated ONot Applicable economizer control,and provide a means to relieve excess outside air during operation. C408.2.2 Air outlets and zone terminal ❑Complies 3 1 devices have means for air ❑Does Not (ME53]3 balancing. If ❑Not Observable ❑Not Applicable 1High Impact{Tier 1} 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NEPSI Report date: 07/28/17 Data filename: C:1Users\Tom\DocumentsUAG\nepsi\nepsi.cck Page 4 of 9 section # Mechanical Rough in Pians Verified Field Verified Complies? &_Re ID; Inspection Value Value p Comments/Assumptions q ____.._.---._ 0403.4=2 :VAV fan motors>=5.0 hp to be VSD ❑ VSD �..- ❑Complies [ME66]2 driven by variable speed drive, ❑ Vane axial ❑ Vane axial ODoes Not have a vane-axial fan with fan fan []Not Observable variable pitch blades,or have ❑ Other ❑ Other CJNot Applicable controls to limit fan motor demand. __------ .._.-._._ 0403.4.2 VAV fan motors>=5A hp to be VSD VSD OComplies [ME6612 driven by variable speed drive, ❑ Vane axial ❑ Vane axial ❑Does Not have a vane-axial fan with fan fan variable pitch blades, or have ❑ Other ❑ Other ❑Not Observable controls to limit fan motor ❑Not Applicable demand. C403.2.6 Exhaust air energy recovery on ',❑Complies-- __ � (ME57]1 :systems meeting Table C403.2.6 ODoes Not ❑Not Observable i ❑Not Applicable ' �_.._._.. ..--_ _�_— � -. --_�.. _.__._.- ----_._ .._... _ ..____.-.__ _ _._..__._,._._ ..-.........-_..._- _ C403.2.11 Unenclosed spaces that are ❑Complies (ME71]2 heated use only radiant heat. "ODoes Not ❑Not Observable ONot Applicable -._ .__.-.._._..___............... C403.4.7 Hot gas bypass limited to: <=240 ❑Complies (ME35]1 kBtu/h-50%>240 kBtu/h-25% ❑Does Not ❑Not Observable []Not Applicable �C403.3.4 Sleeping rooms in Group R-1 ❑Complies E[ME76]3 occupancies are provided with ❑Does Not dedicated system to automatically control HVAC ❑Not Observable systems and energy consumption ❑Not Applicable during unoccupied periods. I Controls are designed to raise cooling and lower heating temperature set points by at least 4°F when room is unoccupied. 0403.3.4 Sleeping rooms in Group R-1 OComplies [ME76]3 occupancies are provided with %❑poes Not dedicated system to automatically control HVAC j=1Not Observable systems and energy consumption ❑Not Applicable during unoccupied periods. Controls are designed to raise cooling and lower heating 3 temperature set points by at least 4°F when room is 6_633.3 unoccupied. All air-conditioning equipment ❑Complies [ME77]3 and air-handling units with direct ❑Does Not expansion cooling and a cooling ! capacity of at least 110 kBtu/h ❑Not Observable have VAV supply fans.Supply fan ❑Not Applicable controls are configured to reduce the airflow to no more than the larger of the following at cooling demands no larger than 50%of j the cooling capacity: 1.two- thirds of the full fan speed,or 2. the volume of outdoor air required to meet ventilation requirements. 1 High Impact(Tier i) 2 Medium Impact{Tier 2} 3 Low Impact(Tier 3) Project Title: NEPSI Report date: 07/28/17 Data filename: C:\Users\Tom\Documents\AG\nepsi\nepsi.cck Page 5 of 9 Additional Comments/Assumptions: 1High Impact(Tier 1) ; 2 i Medium Impact(Tier 2^)'^ 3n Low Impact(Tier 3) „T^ Project Title: NEPSI Report date: 07/28/17 Data filename: C:\Users\Tom\Documents�AG\nepsi\nepsi.cck Page 6 of 9 Section _. ,,-____.,......_.I._r_,...... # Final Inspection Complies? Comments/Assumptions ` C. Reda€) - IC403.2.4. Heating and cooling to each zone is OComplies 2 controlled by a thermostat control. ODoes Not [FI47]3 Minimum one humidity control device per installed ONot Observable humidification/dehumidification ONot Applicable I system. 1�C403.2.4 Heating and cooling to each zone is OComplies € 2 controlled by a thermostat control. Oboes Not j[F!47]3 Minimum one humidity control device per installed ONot Observable humidification/dehumidification ONot Applicable system. C403.2.4. Thermostatic controls have a 5 OF OComplies 2 deadband. Oboes Not (F138]3 ONot Observable ONot Applicable ,C403.2.4. Temperature controls have setpoint OComplies 2 overlap restrictions. ODoes Not [F120]3 ,ONot Observable ,ONot Applicable ?C403.2.4, Each zone equipped with setback— --OComplies 3 controls using automatic time clock or 'ODoes Not [F]39]3 programmable control system. ONot Observable' :ONot Applicable C403.2.4. Automatic Controls:Setback to 55°F OComplies 3 (heat)and 85°F (cool); 7-day clock, 2- ODoes Not [F140]3 hour occupant override, 10-hour backup ONot Observable I ONot Applicable _-_._-.__..___._.._.___ C408.2.5. Furnished HVAC as-built drawings OComplies 1 submitted within 90 days of system ODoes Not [FI7]3 acceptance. ONot Observable ONot Applicable C303.3,C4 Furnished O&M manuals for HVAC OComplies 08.2.5.2 systems within 90 days of system ODoes Not [FI8]3 acceptance. ONot Observable: ONot Applicable C408.2.5. An air and/or hydronic system OComplies 3 balancing report is provided for HVAC Oboes Not �(F143]1 systems. ONot Observable ONot Applicable 0408.2.3. HVAC control systems have been OComplies 2 tested to ensure proper operation, `ODoes Not [FI10]1 calibration and adjustment of controls.`ONot Observable ONot Applicable 6403.2.2 HVAC and-and quipment 'OComplies i[F127]3 capacity does not exceed calculated ODoes Not loads. .ONot Observable ONot Applicable C408.2.1 iCommissioning plan developed by OComplies [FI28]1 :registered design professional or ODoes Not ;approved agency. []Not Observable; ONot Applicable �1 'High Impact(TrerVl)T I `1Medium Impact(Tier 2)W� 3 Low Impact(Tier 3) -V Project Title: NEPSI Report date: 07/28/17 Data filename: C:\Users\Tom\DocumentsVAG\nepsi\nepsi.cck Page 7 of 9 Section --_�_-..___ # Final Inspection Complies? Comments/Assumptions C408.2.4 :Preliminary commissioning report ❑Complies [F129]1 completed and certified by registered ❑Does Not design professional or approved Not Observable agency. D ❑Not Applicable C408.2.5. `Final commissioning report due to ❑Complies 4 :building owner within 90 days of ❑Does Not [F130]1 'receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable 1 C408.2.3. HVAC equipment has been tested to ❑Complies 1 ensure proper operation. ❑Does Not [FI31]1 []Not Observable ❑Not Applicable C408.2.3. :Economizers have been tested to '❑Complies 3 ensure proper operation. ❑Does Not [FI32]L ❑Not Observable ❑Not Applicable C406 Efficient HVAC performance,efficient :❑Complies �� [F134]1 ;lighting system, or on-site supply of ❑Does Not renewable energy consistent with what is shown the approved plans. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: _ 1 High Impact(Tier 1) 2 jMedium Impact(Tier 2) 3 ;Low Impact(Tier 3) --—�, Project Title: NEP51 Report date: 07/28/17 Data filename: C:\Users\Tom\DocumentsVAG\nepsi\nepsi.cck Page 8 of 9 Project Title: NEPSI Report date: 07/28/17 Data filename: C:\Users\Tom\DocumentsvAG\nepsi\nepsi.cck Page 9 of 9 • JAG I,LLC 175 Broad Street, Suite 320 Glens Falls,NY 12801 Phone(518) 812-0808 Fax(518) 812-0044 LETTER OF TRANSMITTAL TO: Queensbury Code Enforcement FROM:Tim Barber PROJECT NAME:NEPSI ATT: John O'brien PROJECT NUMBER:1705 PAGE: 1 OF 1 DATE: August 3,2017 ENCIOSED PLEASE FIND THE FOLLOWING: (circled) PICK-UP PRINTS BY MAIL SPECIFICATIONS SAMPLES VIA FAX SHOP DRAWINGS SUBMITTALS HAND DELIVERED SEPIA/MYLAR OVERNIGHT MAIL DRAWING NO. LATEST DATE QUANTITY DESCRIPTION Set 8/2/17 2 Copies Revised permit drawings—Full set N/A 7/19/17 2 Copies Signed and stamped lighting comcheck N/A 7/28/17 2 Copies Signed and stamped mechanical comcheck PLEASE EXPEDITE ACCORDINGLY FOR APPROVAL X PER YOUR REQUEST FOR FILE FOR CORRECTION FOR COORDINATION FOR INFORMATION FOR ESTIMATING FOR FABRICATION FOR RECORD ONLY Should contents of transmittal not be as described above,notify this office immediately. Otherwise, We will assume that the transmittal and accompanying documents arrived intact. REMARKS: COPIES TO: File AUTHORIZED SIGNATURE DATE: August 3,2017 . . 0 . . . . . . . . . . . . 0 . . . . . . . . Building:40x60 Date/Time:6/16/2017 1:03 PM EST Control#: P2017061F"-- Cust Quote Nbr: Project Calculations Project Name: Neps 308.20-1-6 CC-000410-2017 Northeastern Power Systems 66 Carey Road -- REVISED PLANS This page covers the following frame lines: Comm. Addition 11 , 400 s.f. 1 GLOBAL X : POSITIVE INTO BUILDING (KIPS) MAIN FRAME COLUMNS FSW IST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 0 0 0 0 0 Collateral Dead 0 0 0 0 0 };z Roof Live 0 0 0 0 0 !-- Roof Snow* 0 0 0 0 0 Wind to Right 0 0 0 0 025 Wind to Front 1 1 0 3 2 JUL 2011 Wind to Back -1 -1 0 -2 -2 ; Seismic to Back 0 0 0 0 0 ���•�., ya ��st ae� ,' Seismic to Front 0 0 0 0 0 GLOBAL Y : POSITIVE UPWARD (KIPS) _•... MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 1 2 0 2 1 Collateral Dead 1 2 0 2 1 Roof Live 2 6 0 6 2 Roof Snow* 4 12 0 12 5 Wind to Left -2 -4 0 -4 -2 FILE tlL COPY Wind to Right -2 -7 0 -7 -3 r Wind to Front -3 -9 0 -9 -3 Wind to Back -3 -9 0 -9 -3 Seismic to Back 0 0 0 0 0 Seismic to Front 0 0 0 0 0 GLOBAL Z : POSITIVE COUNTERCLOCKWISE (FT-KIPS) MAIN FRAME COLUMNS FSW IST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 0 0 0 0 0 Collateral Dead 0 0 0 0 0 Roof Live 0 0 0 0 0 Roof Snow* 0 0 0 0 0 Wind to Left 0 0 0 0 0 Wind to Right 0 0 0 0 0 Wind to Front 0 0 0 0 0 Wind to Back 0 0 0 0 0 Seismic to Back 0 0 0 0 0 Seismic to Front 0 0 0 0 0 BASE PLATE AND ANCHOR BOLT INFORMATION MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL COLUMNS INT. INT. INT. COLUMNS COLUMNS CORNER TYPICAL Base Plate Width 8.00 8.00 0.00 8.00 8.00 Base Plate Length 14.00 14.00 0.00 14.00 14.00 Anchor Bolt Quantity 4 4 0 4 4 Anchor Bolt Diameter 0.75 0.75 0.00 0.75 0.75 BRACING REACTIONS BRACING CONDITION: NUM OF BRACED BAYS: 0 (NOTE: BRACING GLOBAL X LOADS ARE PERPENDICULAR TO FRAME GLOBAL X LOADS) (NOTE: FOR WALLS WITH AN X BRACING CONDITION,BRACING GLOBAL Y LOADS ARE ADDITIVE TO FRAME GLOBAL Y GLOBAL X : POSITIVE TO RIGHT ENDWALL INPLANE BRACING LEFT COL. RIGHT COL.** LEFT COL. RIGHT COL. Wind to Front 0 0 0 0 Wind to Back 0 0 0 0 Seismic to Front 0 0 0 0 Seismic to Back 0 0 0 0 GLOBAL Y : POSITIVE TO UPWARD ENDWALL INPLANE BRACING LEFT COL. RIGHT COL. LEFT COL. RIGHT COL. Wind to Front +/- 0 +/- 0 0 0 Wind to Back +/- 0 +/- 0 0 0 Seismic to Front +/- 0 +/- 0 0 0 Seismic to Back +/- 0 +/- 0 0 0 *(The Snow Reaction provided is the maximum of: Roof Snow, Unbalanced Snow, and User Override Snow.) ** The user must combine the lean to bracing reactions with supporting building bracing reactions. Endwall bracing is not included in these reactions. Building:40x60 eQuote Date/Time:6/16/2017 1:03 PM EST Control#: P201706161703 Cust Quote Nbr: Project Calculations Project Name:Nepsi Page:2 This page covers the following frame lines: 2 GLOBAL X : POSITIVE TO RIGHT (KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 3 0 0 0 -3 Collateral Dead 3 0 0 0 -3 Roof Live 6 0 0 0 -6 Roof Snow* 20 0 0 0 -20 Wind to Left 3 0 0 0 9 Wind to Right -13 0 0 0 5 Wind to Front -5 0 0 0 4 Wind to Back -7 0 0 0 7 Seismic to Right -2 0 0 0 -2 Seismic to Left 2 0 0 0 2 GLOBAL Y : POSITIVE UPWARD (KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 4 0 0 0 5 Collateral Dead 5 0 0 0 5 Roof Live 10 0 0 0 11 Roof Snow* 35 0 0 0 37 Wind to Left -8 0 0 0 -12 Wind to Right -17 0 0 0 -13 Wind to Front -10 0 0 0 -10 Wind to Back -15 0 0 0 -16 Seismic to Right -1 0 0 0 1 Seismic to Left 1 0 0 0 -1 GLOBAL Z : POSITIVE COUNTERCLOCKWISE (FT-KIPS) MAIN FRAME COLUMNS FSW IST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 0 0 0 0 0 Collateral Dead 0 0 0 0 0 Roof Live 0 0 0 0 0 Roof Snow* 0 0 0 0 0 Wind to Left 0 0 0 0 0 Wind to Right 0 0 0 0 0 Wind to Front 0 0 0 0 0 Wind to Back 0 0 0 0 0 Seismic to Right 0 0 0 0 0 Seismic to Left 0 0 0 0 0 BASE PLATE AND ANCHOR BOLT INFORMATION MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL COLUMNS INT. INT. INT. COLUMNS COLUMNS CORNER TYPICAL Base Plate Width 10.00 0.00 0.00 0.00 10.00 Base Plate Length 14.00 0.00 0.00 0.00 14.00 Anchor Bolt Quantity 4 0 0 0 4 Anchor Bolt Diameter 1.25 0.00 0.00 0.00 1.25 BRACING REACTIONS BRACING CONDITION: NUM OF BRACED BAYS: 0 (NOTE: BRACING GLOBAL X LOADS ARE PERPENDICULAR TO FRAME GLOBAL X LOADS) (NOTE: FOR WALLS WITH AN X BRACING CONDITION,BRACING GLOBAL Y LOADS ARE ADDITIVE TO FRAME GLOBAL Y GLOBAL X : POSITIVE TO RIGHT ENDWALL INPLANE BRACING LEFT COL. RIGHT COL.** LEFT COL. RIGHT COL. Wind to Front 3 3 0 0 Wind to Back -3 -3 0 0 Seismic to Front 2 2 0 0 Seismic to Back -2 -2 0 0 GLOBAL Y : POSITIVE TO UPWARD ENDWALL INPLANE BRACING LEFT COL. RIGHT COL. LEFT COL. RIGHT COL. Wind to Front +/- 4 +/- 6 0 0 Wind to Back +/- 4 +/- 6 0 0 Seismic to Front +/- 3 +/- 4 0 0 Seismic to Back +/- 3 +/- 4 0 0 *(The Snow Reaction provided is the maximum of: Roof Snow, Unbalanced Snow, and User Override Snow.) ** The user must combine the lean to bracing reactions with supporting building bracing reactions. Endwall bracing is not included in these reactions. Building:40x60 QUote Date/Time:6/16/2017 1:03 PM EST Control#: P201706161703 E Cust Quote Nbr: Project Calculations Project Name:Nepsi Page:3 This page covers the following frame lines: 3 GLOBAL X : POSITIVE INTO BUILDING (KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 0 0 0 0 0 Collateral Dead 0 0 0 0 0 Roof Live 0 0 0 0 0 Roof Snow* 0 0 0 0 0 Wind to Left 0 0 0 0 0 Wind to Right 0 0 0 0 0 Wind to Front 0 0 0 0 -1 Wind to Back 0 0 0 0 -1 Seismic to Back 0 0 0 0 0 Seismic to Front 0 0 0 0 0 GLOBAL Y : POSITIVE UPWARD (KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 1 2 0 2 1 Collateral Dead 1 2 0 2 1 Roof Live 2 6 0 6 2 Roof Snow* 4 11 0 11 4 Wind to Left -2 -4 0 -4 -2 Wind to Right -2 -7 0 -7 -3 Wind to Front -3 -9 0 -9 -3 Wind to Back -3 -9 0 -9 -3 Seismic to Back 0 0 0 0 0 Seismic to Front 0 0 0 0 0 GLOBAL Z : POSITIVE COUNTERCLOCKWISE (FT-KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 0 0 0 0 0 Collateral Dead 0 0 0 0 0 Roof Live 0 0 0 0 0 Roof Snow* 0 0 0 0 0 Wind to Left 0 0 0 0 0 Wind to Right 0 0 0 0 0 Wind to Front 0 0 0 0 0 Wind to Back 0 0 0 0 0 Seismic to Back 0 0 0 0 0 Seismic to Front 0 0 0 0 0 BASE PLATE AND ANCHOR BOLT INFORMATION MAIN FRAME COLUMNS FSW IST TYP LAST BSW FSW WIND BSW WIND ENDWALL COLUMNS INT. INT. INT. COLUMNS COLUMNS CORNER TYPICAL Base Plate Width 8.00 8.00 0.00 8.00 8.00 Base Plate Length 14.00 14.00 0.00 14.00 14.00 Anchor Bolt Quantity 4 4 0 4 4 Anchor Bolt Diameter 0.75 0.75 0.00 0.75 0.75 BRACING REACTIONS BRACING CONDITION: NUM OF BRACED BAYS: 0 (NOTE: BRACING GLOBAL X LOADS ARE PERPENDICULAR TO FRAME GLOBAL X LOADS) (NOTE: FOR WALLS WITH AN X BRACING CONDITION,BRACING GLOBAL Y LOADS ARE ADDITIVE TO FRAME GLOBAL Y GLOBAL X : POSITIVE TO RIGHT ENDWALL INPLANE BRACING LEFT COL. RIGHT COL.** LEFT COL. RIGHT COL. Wind to Front 3 3 0 0 Wind to Back -3 -3 0 0 Seismic to Front 2 2 0 0 Seismic to Back -2 -2 0 0 GLOBAL Y : POSITIVE TO UPWARD ENDWALL INPLANE BRACING LEFT COL. RIGHT COL. LEFT COL. RIGHT COL. Wind to Front +/- 4 +/- 6 0 0 Wind to Back +/- 4 +/- 6 0 0 Seismic to Front +/- 3 +/- 4 0 0 Seismic to Back +/- 3 +/- 4 0 0 *(The Snow Reaction provided is the maximum of: Roof Snow, Unbalanced Snow, and User Override Snow.) ** The user must combine the lean to bracing reactions with supportinq building bracing reactions. Endwall bracing is not included in these reactions. Building:90x100 Quote Date/Time:6/16/2017 1:03 PM EST Control#: P201706161703 Cust Quote Nbr: Project Calculations Project Name: Nepsi Page:4 This page covers the following frame lines: 1 GLOBAL X : POSITIVE INTO BUILDING (KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 0 0 0 0 0 Collateral Dead 0 0 0 0 0 Roof Live 0 0 0 0 0 Roof Snow* 0 0 0 0 0 Wind to Left 0 0 0 0 0 Wind to Right 0 0 0 0 0 Wind to Front 2 3 3 3 2 Wind to Back -1 -3 -3 -3 -1 Seismic to Back 0 0 0 0 0 Seismic to Front 0 0 0 0 0 GLOBAL Y : POSITIVE UPWARD (KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 1 3 2 3 1 Collateral Dead 1 2 2 2 1 Roof Live 3 7 5 7 3 Roof Snow* 5 19 9 19 5 Wind to Left -2 -5 -4 -9 -3 Wind to Right -3 -9 -5 -5 -2 Wind to Front -3 -9 -6 -9 -3 Wind to Back -3 -9 -6 -9 -3 Seismic to Back 0 0 0 0 0 Seismic to Front 0 0 0 0 0 GLOBAL Z : POSITIVE COUNTERCLOCKWISE (FT-KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 0 0 0 0 0 Collateral Dead 0 0 0 0 0 Roof Live 0 0 0 0 0 Roof Snow* 0 0 0 0 0 Wind to Left 0 0 0 0 0 Wind to Right 0 0 0 0 0 Wind to Front 0 0 0 0 0 Wind to Back 0 0 0 0 0 Seismic to Back 0 0 0 0 0 Seismic to Front 0 0 0 0 0 BASE PLATE AND ANCHOR BOLT INFORMATION MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL COLUMNS INT. INT. INT. COLUMNS COLUMNS CORNER TYPICAL Base Plate Width 8.00 8.00 10.00 8.00 8.00 Base Plate Length 14.00 14.00 15.00 14.00 14.00 Anchor Bolt Quantity 4 4 4 4 4 Anchor Bolt Diameter 0.75 0.75 0.75 0.75 0.75 BRACING REACTIONS BRACING CONDITION: NUM OF BRACED BAYS: 0 (NOTE: BRACING GLOBAL X LOADS ARE PERPENDICULAR TO FRAME GLOBAL X LOADS) (NOTE: FOR WALLS WITH AN X BRACING CONDITION,BRACING GLOBAL Y LOADS ARE ADDITIVE TO FRAME GLOBAL Y GLOBAL X : POSITIVE TO RIGHT ENDWALL INPLANE BRACING LEFT COL. RIGHT COL.** LEFT COL. RIGHT COL. Wind to Front 0 0 0 0 Wind to Back 0 0 0 0 Seismic to Front 0 0 0 0 Seismic to Back 0 0 0 0 GLOBAL Y : POSITIVE TO UPWARD ENDWALL INPLANE BRACING LEFT COL. RIGHT COL. LEFT COL. RIGHT COL. Wind to Front +/- 0 +/- 0 0 0 Wind to Back +/- 0 +/- 0 0 0 Seismic to Front +/- 0 +/- 0 0 0 Seismic to Back +/- 0 +/- 0 0 0 *(The Snow Reaction provided is the maximum of: Roof Snow, Unbalanced Snow, and User Override Snow.) ** The user must combine the lean to bracing reactions with supporting building bracing reactions. Endwall bracing is not included in these reactions. Building:90x100 +eQuote Date/Time:6/16/2017 1:03 PM EST Control#: P201706161703 Cust Quote Nbr:Project Calculations Project Name:Nepsi Page:5 This page covers the following frame lines: 2,4 GLOBAL X : POSITIVE TO RIGHT (KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 7 0 0 0 -7 Collateral Dead 7 0 0 0 -7 Roof Live 16 0 0 0 -16 Roof Snow* 54 0 0 0 -54 Wind to Left -15 0 0 0 21 Wind to Right -21 0 0 0 15 Wind to Front -18 0 0 0 17 Wind to Back -17 0 0 0 18 Seismic to Right -2 0 0 0 -2 Seismic to Left 2 0 0 0 2 GLOBAL Y : POSITIVE UPWARD (KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 8 0 0 0 8 Collateral Dead 7 0 0 0 7 Roof Live 15 0 0 0 15 Roof Snow* 52 0 0 0 52 Wind to Left -15 0 0 0 -21 Wind to Right -21 0 0 0 -15 Wind to Front -16 0 0 0 -20 Wind to Back -20 0 0 0 -16 Seismic to Right -1 0 0 0 1 Seismic to Left 1 0 0 0 -1 GLOBAL Z : POSITIVE COUNTERCLOCKWISE (FT-KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 0 0 0 0 0 Collateral Dead 0 0 0 0 0 Roof Live 0 0 0 0 0 Roof Snow* 0 0 0 0 0 Wind to Left 0 0 0 0 0 Wind to Right 0 0 0 0 0 Wind to Front 0 0 0 0 0 Wind to Back 0 0 0 0 0 Seismic to Right 0 0 0 0 0 Seismic to Left 0 0 0 0 0 BASE PLATE AND ANCHOR BOLT INFORMATION MAIN FRAME COLUMNS FSW IST TYP LAST BSW FSW WIND BSW WIND ENDWALL COLUMNS INT. INT. INT. COLUMNS COLUMNS CORNER TYPICAL Base Plate Width 10.00 0.00 0.00 0.00 10.00 Base Plate Length 22.00 0.00 0.00 0.00 22.00 Anchor Bolt Quantity 8 0 0 0 8 Anchor Bolt Diameter 1.25 0.00 0.00 0.00 1.25 BRACING REACTIONS BRACING CONDITION: NUM OF BRACED BAYS: 0 (NOTE: BRACING GLOBAL X LOADS ARE PERPENDICULAR TO FRAME GLOBAL X LOADS) (NOTE: FOR WALLS WITH AN X BRACING CONDITION,BRACING GLOBAL Y LOADS ARE ADDITIVE TO FRAME GLOBAL Y GLOBAL X : POSITIVE TO RIGHT ENDWALL INPLANE BRACING LEFT COL. RIGHT COL.** LEFT COL. RIGHT COL. Wind to Front 0 0 0 0 Wind to Back -8 -8 0 0 Seismic to Front 0 0 0 0 Seismic to Back -13 -13 0 0 GLOBAL Y : POSITIVE TO UPWARD ENDWALL INPLANE BRACING LEFT COL. RIGHT COL. LEFT COL. RIGHT COL. Wind to Front +/- 6 +/- 6 0 0 Wind to Back +/- 6 +/- 6 0 0 Seismic to Front +/- 8 +/- 8 0 0 Seismic to Back +/- 8 +/- 8 0 0 *(The Snow Reaction provided is the maximum of: Roof Snow, Unbalanced Snow, and User Override Snow.) ** The user must combine the lean to bracing reactions with supporting building bracing reactions. Endwall bracing is not included in these reactions. Building:90x100 eQuott Date/Time:6/16/2017 1:03 PM EST Control#: P201706161703 Cust Quote Nbr:Project Calculations Project Name:Nepsi Page:6 This page covers the following frame lines: 3 GLOBAL X : POSITIVE TO RIGHT (KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 8 0 0 0 -8 Collateral Dead 7 0 0 0 -7 Roof Live 17 0 0 0 -17 Roof Snow* 59 0 0 0 -59 Wind to Left -17 0 0 0 23 Wind to Right -23 0 0 0 17 Wind to Front -19 0 0 0 18 Wind to Back -18 0 0 0 19 Seismic to Right -3 0 0 0 -3 Seismic to Left 3 0 0 0 3 GLOBAL Y : POSITIVE UPWARD (KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 9 0 0 0 9 Collateral Dead 7 0 0 0 7 Roof Live 17 0 0 0 17 Roof Snow* 58 0 0 0 58 Wind to Left -17 0 0 0 -23 Wind to Right -23 0 0 0 -17 Wind to Front -18 0 0 0 -22 Wind to Back -22 0 0 0 -18 Seismic to Right -1 0 0 0 1 Seismic to Left 1 0 0 0 -1 GLOBAL Z : POSITIVE COUNTERCLOCKWISE (FT-KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 0 0 0 0 0 Collateral Dead 0 0 0 0 0 Roof Live 0 0 0 0 0 Roof Snow* 0 0 0 0 0 Wind to Left 0 0 0 0 0 Wind to Right 0 0 0 0 0 Wind to Front 0 0 0 0 0 Wind to Back 0 0 0 0 0 Seismic to Right 0 0 0 0 0 Seismic to Left 0 0 0 0 0 BASE PLATE AND ANCHOR BOLT INFORMATION MAIN FRAME COLUMNS FSW IST TYP LAST BSW FSW WIND BSW WIND ENDWALL COLUMNS INT. INT. INT. COLUMNS COLUMNS CORNER TYPICAL Base Plate Width 10.00 0.00 0.00 0.00 10.00 Base Plate Length 26.00 0.00 0.00 0.00 22.00 Anchor Bolt Quantity 10 0 0 0 8 Anchor Bolt Diameter 1.25 0.00 0.00 0.00 1.25 BRACING REACTIONS BRACING CONDITION: NUM OF BRACED BAYS: 0 (NOTE: BRACING GLOBAL X LOADS ARE PERPENDICULAR TO FRAME GLOBAL X LOADS) (NOTE: FOR WALLS WITH AN X BRACING CONDITION,BRACING GLOBAL Y LOADS ARE ADDITIVE TO FRAME GLOBAL Y GLOBAL X : POSITIVE TO RIGHT ENDWALL INPLANE BRACING LEFT COL. RIGHT COL.** LEFT COL. RIGHT COL. Wind to Front 8 8 0 0 Wind to Back 0 0 0 0 Seismic to Front 13 13 0 0 Seismic to Back 0 0 0 0 GLOBAL Y : POSITIVE TO UPWARD ENDWALL INPLANE BRACING LEFT COL. RIGHT COL. LEFT COL. RIGHT COL. Wind to Front +/- 6 +/- 6 0 0 Wind to Back +/- 6 +/- 6 0 0 Seismic to Front +/- 8 +/- 8 0 0 Seismic to Back +/- 8 +/- 8 0 0 *(The Snow Reaction provided is the maximum of: Roof Snow, Unbalanced Snow, and User Override Snow.) ** The user must combine the lean to bracing reactions with supporting building bracing reactions. Endwall bracing is not included in these reactions. Building:90x100 eQU ote Date/Time:6/16/2017 1:03 PM EST Control#: P201706161703 Cust Quote Nbr: Project Calculations Project Name:Nepsi Page:7 This page covers the following frame lines: 5 GLOBAL X : POSITIVE INTO BUILDING (KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 0 0 0 0 0 Collateral Dead 0 0 0 0 0 Roof Live 0 0 0 0 0 Roof Snow* 0 0 0 0 0 Wind to Left 0 0 0 0 0 Wind to Right 0 0 0 0 0 Wind to Front 0 0 0 0 0 Wind to Back 0 0 0 0 0 Seismic to Back 0 0 0 0 0 Seismic to Front 0 0 0 0 0 GLOBAL Y : POSITIVE UPWARD (KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 1 2 2 2 1 Collateral Dead 1 2 1 2 1 Roof Live 3 5 4 5 3 Roof Snow* 6 12 11 12 6 Wind to Left -2 -4 -5 -7 -4 Wind to Right -4 -7 -5 -4 -2 Wind to Front -4 -7 -6 -7 -4 Wind to Back -4 -7 -6 -7 -4 Seismic to Back 0 0 0 0 0 Seismic to Front 0 0 0 0 0 GLOBAL Z : POSITIVE COUNTERCLOCKWISE (FT-KIPS) MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS Dead 0 0 0 0 0 Collateral Dead 0 0 0 0 0 Roof Live 0 0 0 0 0 Roof Snow* 0 0 0 0 0 Wind to Left 0 0 0 0 0 Wind to Right 0 0 0 0 0 Wind.to Front 0 0 0 0 0 Wind to Back 0 0 0 0 0 Seismic to Back 0 0 0 0 0 Seismic to Front 0 0 0 0 0 BASE PLATE AND ANCHOR BOLT INFORMATION MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL COLUMNS INT. INT. INT. COLUMNS COLUMNS CORNER TYPICAL Base Plate Width 8.00 8.00 10.00 8.00 8.00 Base Plate Length 14.00 14.00 15.00 14.00 14.00 Anchor Bolt Quantity 4 4 4 4 4 Anchor Bolt Diameter 0.75 0.75 0.75 0.75 0.75 BRACING REACTIONS BRACING CONDITION: NUM OF BRACED BAYS: 0 (NOTE: BRACING GLOBAL X LOADS ARE PERPENDICULAR TO FRAME GLOBAL X LOADS) (NOTE: FOR WALLS WITH AN X BRACING CONDITION,BRACING GLOBAL Y LOADS ARE ADDITIVE TO FRAME GLOBAL Y GLOBAL X : POSITIVE TO RIGHT ENDWALL INPLANE BRACING LEFT COL. RIGHT COL.** LEFT COL. RIGHT COL. Wind to Front 0 0 0 0 Wind to Back 0 0 0 0 Seismic to Front 0 0 0 0 Seismic to Back 0 0 0 0 GLOBAL Y : POSITIVE TO UPWARD ENDWALL INPLANE BRACING LEFT COL. RIGHT COL. LEFT COL. RIGHT COL. Wind to Front +/- 0 +/- 0 0 0 Wind to Back +/- 0 +/- 0 0 0 Seismic to Front +/- 0 +/- 0 0 0 Seismic to Back +/- 0 +/- 0 0 0 *(The Snow Reaction provided is the maximum of: Roof Snow, Unbalanced Snow, and User Override Snow.) ** The user must combine the lean to bracing reactions with supporting building bracing reactions. Endwall bracing is not included in these reactions. FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 " Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW NEPSI Carey Road CC-000410-2017 7/12/2017 FILE COPY 9000sf addition warehouse 2500 sf office addition The following comments are based on review of drawings: • Verify fire extinguisher location • CO detection required • Verify operation of exit / Emergency lighting. • Lock / latches shall comply with Chapter 10 of 2015 IBC. • Verify paths of egress • Verify storage • Install Knox Box and main entrance for FD use • Truss ID required at all ingress and egress points • Complete fire alarm system submittals required including: - Contractors license - Complete system layout - Spec. sheets for all equipment and appliances - Central station monitoring - FM witness inspection before CO - NFPA 72 completion report - NFPA 72 Inspection and Testing report Fire Marshal 's Office - Phone: 518-761-8206 - Fax: 518-745-4437 firemarshal@queensbury.net - MM.queensbury.net � f Michae J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 -flrenmrshal@queensburj.net - 7VIV .queensbu�.net