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CC-0026-2019 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-0026-2019 Tax Map No: 309.9-2-6 Permission is hereby granted to: Boguslaw Bielecki For property located at: 120 Luzerne 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 Type of Construction Owner Name: Boguslaw Bielecki Factory-Industrial-New $5,000,000.00 Owner Address: 282 Glen ST Total Value $5,000,000.00 Glens Falls,NY 12801 Contractor or Builder's Name/Address Electrical Inspection Agency Boguslaw Bielecki 282 Glen ST Glens Falls,NY 12801 Plans& Specifications New Commercial Building 24, 110 s.f. Mixed Use:manufacturing,warehouse,offices $ 0.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday,March 26, 2020 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; /f Wednesday,March 27,2019 SIGNED BY: fd for the Town of Queensbury. Director of Building&Code Enforcement 4 Office Use Only PRINCIPLE STRUCTURE PERMIT prg L b•zr� F y Permit#: CC,- q APPLICATION Permit Fee:$ o0 *Rec. Fee:$ '('‘` 742 Bay Road,Queensbury, NV 12804 Invoice#: L- P: 518-761-8256 www .queensburynet Project Location: _120 Luzerne Road •" ek.10 . ' 1 Tax Map #: _309.9-2-6 Subdivision Name: NA TOWN BD.RESOLUTION 86-2013:$850 recreation fee for new dwelling units: single family, duplexes/two-family, multiplefamily, apartments,condominiums, townhouses,andlor manufactured & modular homes,but not mobile homes. This is in addition to the permit fee(s). CONTACT INFORMATION: • Applicant: Name(s): Boguslaw Bielecki Mailing Address, C/S/Z: 282 Glen Street, Glens Falls NY 12801 Cell Ph.: (917) 414-5590 Land Line: ( ) Email: bjbielecki14@gmail.com • Primary Owner(s): r E E a V Name(s):Boguslaw Bielecki Mailing Address, C/S/Z: 282 Glen Street, Glens Falls NY 12801 JAN 2 2 2019 p) Cell Ph.: (917)_414-5590 Land Line: ( ) TOWN Or-QUEENSBURY Email: bjbielecki12@gmail.com BUILDING&CODES • Contractor(s): Name(s): Boguslaw Bielecki Mailing Address, C/S/Z: 282 Glen Street,Glens Falls NY 12801 Cell Ph.: (917)414-5590 Land Line: ( ) Email: bjbielecki14@gmail.com • Architect(s)/Enqineer(s): Name(s): Rucinski Hall Architecture— Ethan Hall Mailing Address, C/S/Z:134 Dix Ave, Glens Falls NY 12801 Cell Ph.: ( ) Land Line: (518)741-0268 Email: _ephall@nycap.rr.com Contact Person for Building & Code Compliance: Ethan Hall Cell #.: ( ) Land Line: (518)741-0268 Email:_ephall@nycapsr.com Principle Structure Application Revised January 2019 ' PROJECT INFORMATION: TYPE: ® Commercial ❑ Residential WORK CLASS: ❑ Single-family ❑ Two-family ❑ Multi-family (# of units: ❑ Townhouse ►A Business Office ❑ Retail ❑ Hotel/Motel 4 Industrial/Warehouse ❑ Garage (#of cars ►N Other (describe Manufacturing) STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1ST floor:_15,232 1ST floor: 2"d floor:_5,902 2nd floor: 3rd floor:_2,976 Total square feet: Basement(habitable space): Total square feet: l24,110 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $_$ 5,000,000 2. Proposed use of the building:_Mixed use—Manufacturing, warehouse &offices 3. If Commercial or Industrial, indicate the name of the business: _Unknown at current time_ 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? EYES NO Explain: _ 6. Are there any easements on the property? OYES ®NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? _12.92 acres b. Is this a corner lot? OYES NO c. Will the grade be changed as a result of the construction? OYES NO d. What is the water source? F1 PUBLIC ❑PRIVATE DWELL e. Is the parcel on SEWER or a PRIVATE SEPTIC system? _Private Principle Structure Application Revised January 2019 DECLARATION: I. I acknowledge that no construction shall commence prior to issuance ofavalid 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 approval. 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 Ikve 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: Ethan P. Hall — Architect/Agent for the Applicant SIGNATURE: DATE: _21 Jan 2019 Principle Structure Application Revised January 2019 REVIEWED FOR ENERGY CODE COMPLIANCE COMcheck Software Version 4.1.0.0 rriA Envelope Compliance Certificate Project Information tl V Energy Code: 2015 IECC Project Title: New Mixed Use Building JAN 2 2 2019 0) 4_; Location: Glens Falls, New York r N Climate Zone: 6a Project Type: New Construction TOWN OF QUEENSBURY o Vertical Glazing/Wall Area: 7% BUILDING&CODES N O O N 1 Construction Site: Owner/Agent: Designer/Contractor: V r- Luzeme Road Boguslaw Bielecki Ethan P. Hall Queensbury, NY 12804 282 Glen Street Rucinski Hall Architecture V Glens Falls, NY 12801 134 Dix Ave CS m 917-414-5590 Glens Falls, NY 12801 bjbielecki@msn.com 518-741-0268 '0 •V Additional Efficiency Package(s) ephall@nycap.rr.com o a) N 03EE Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. CO csi Y N O Building Area Floor Area co d J 1-Office: Nonresidential 9600 o d CNI C.2-Warehouse:Nonresidential FILE COPY 9000 M m Z 3-Manufacturing Facility: Nonresidential 6400 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factono Perimeter Roof 1:Attic Roof with Steel Joists,[Bldg.Use 1 -Office] 3200 53.0 0.0 0.027 0.021 Roof 2:Metal Building,Standing Seam,Filled Cavity with Thermal 9000 42.0 0.0 0.041 0.031 Blocks(d),[Bldg.Use 2-Warehouse] Roof 3:Attic Roof with Steel Joists,[Bldg.Use 3-Manufacturing 3200 53.0 0.0 0.027 0.021 Facility] Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft.,[Bldg.Use 1 - 240 --- 14.0 0.456 0.540 Office](c) Floor 2:Slab-On-Grade:Unheated,Vertical 4 ft.,[Bldg.Use 2- 300 -- 14.0 0.456 0.540 Warehouse](c) Floor 3:Slab-On-Grade:Unheated,Vertical 4 ft.,[Bldg.Use 3- 240 --- 14.0 0.456 0.540 Manufacturing Facility](c) NORTH Exterior Wall 4:Steel-Framed, 16"o.c.,[Bldg.Use 3-Manufacturing 2400 32.0 14.0 0.037 0.064 Facility] Window 3:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 392 --- --- 0.280 0.360 Product ID product label,SHGC 0.33,[Bldg.Use 3-Manufacturing Facility](b) Door 7:Insulated Metal,Swinging,[Bldg.Use 3-Manufacturing Facility] 40 --- --- 0.100 0.370 Exterior Wall 5:Steel-Framed, 16"o.c.,[Bldg.Use 1 -Office] 2880 32.0 14.0 0.037 0.064 EAST Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 1 of 26 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Exterior Wall 6:Steel-Framed, 16"o.c.,[Bldg.Use 1 -Office] 1440 32.0 14.0 0.037 0.064 Window 4:Metal Frame with Thermal Break:Fixed,Pert.Specs.: 154 --- -- 0.280 0.360 Product ID product label,SHGC 0.33,[Bldg.Use 1 -Office](b) Door 8:Glass(>50%glazing):Metal Frame,Entrance Door,Pert. 40 -- -- 0.280 0.770 Specs.:Product ID product label,SHGC 0.33,[Bldg.Use 1 -Office](b) Exterior Wall 7:Metal Building Wall,Single Layer Mineral Fiber,[Bldg. 3000 32.0 0.0 0.147 0.052 Use 2-Warehouse] Door 9:Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 -- -- 0.100 0.370 Door 10:Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 --- --- 0.100 0.370 Door 11:Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 -- -- 0.100 0.370 Door 12:Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 --- -- 0.100 0.370 Door 13:Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 144 --- --- 0.070 0.179 Door 14:Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 144 --- -- 0.070 0.179 Door 15:Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 144 -- -- 0.070 0.179 Door 16:Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 144 --- -- 0.070 0.179 Door 17:Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 80 - -- 0.070 0.179 Door 18:Insulated Metal,Non-Swinging,[Bldg. Use 2-Warehouse] 80 --- --- 0.070 0.179 Door 19:Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 80 -- --- 0.070 0.179 Door 20:Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 80 --- --- 0.070 0.179 Exterior Wall 8:Steel-Framed,16"o.c.,[Bldg.Use 3-Manufacturing 1200 32.0 14.0 0.037 0.064 Facility] Window 5:Metal Frame with Thermal Break:Fixed,Pert.Specs.: 42 -- -- 0.280 0.360 Product ID product label,SHGC 0.33,[Bldg.Use 3-Manufacturing Facility](b) SOUTH Exterior Wall 9:Steel-Framed, 16"o.c.,[Bldg.Use 1 -Office] 2880 32.0 14.0 0.037 0.064 Window 6:Metal Frame with Thermal Break:Fixed,Pert.Specs.: 588 --- -- 0.280 0.360 Product ID product label,SHGC 0.33,[Bldg.Use 1 -Office](b) Door 21:Glass(>50%glazing):Metal Frame,Entrance Door,Pert. 40 --- --- 0.280 0.770 Specs.:Product ID product label,SHGC 0.33,[Bldg.Use 1 -Office](b) Exterior Wall 10:Steel-Framed, 16"o.c.,[Bldg.Use 3-Manufacturing 2400 32.0 14.0 0.037 0.064 Facility] WEST Exterior Wall 1:Steel-Framed, 16"o.c.,[Bldg.Use 1 -Office] 1440 32.0 14.0 0.037 0.064 Window 1:Metal Frame with Thermal Break:Fixed,Pert.Specs.: 154 --- -- 0.280 0.360 Product ID product label,SHGC 0.33,[Bldg.Use 1 -Office](b) Door 1:Glass(>50%glazing):Metal Frame,Entrance Door,Pert. 40 --- --- 0.280 0.770 Specs.:Product ID product label,SHGC 0.33,[Bldg.Use 1 -Office](b) Exterior Wall 2:Metal Building Wall,Single Layer Mineral Fiber,[Bldg. 3000 32.0 0.0 0.147 0.052 Use 2-Warehouse] Door 2:Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 --- -- 0.100 0.370 Door 3:Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 -- --- 0.100 0.370 Door 4:Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 --- -- 0.100 0.370 Door 5:Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 - -- 0.100 0.370 Exterior Wall 3:Steel-Framed, 16"o.c.,[Bldg.Use 3-Manufacturing 1200 32.0 14.0 0.037 0.064 Facility] Window 2:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 42 --- -- 0.280 0.360 Product ID product label,SHGC 0.33,[Bldg.Use 3-Manufacturing Facility](b) Door 6:Insulated Metal,Swinging,[Bldg.Use 3-Manufacturing Facility] 40 --- -- 0.100 0.370 (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. (d)Thermal spacer block with minimum R-3.5 must be installed above the purlin/batt,and the roof deck secured to the purlins. Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 2 of 26 Envelope PASSES: Design 1% 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 2015 IECC requirements in COMcheck Version 4.1.0.0 and , com•ly with any applicable mandatory requirements listed in the Inspection Checklist. Ethan P. Hall-Architect /*i / OJAd Zdsi 9 Name-Title Sig ure Date 1R'.543 A f p Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 3 of 26 COMcheck Software Version 4.1.0.0 rift Afil Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: New Mixed Use Building Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Luzerne Road Boguslaw Bielecki Ethan P. Hall Queensbury, NY 12804 282 Glen Street Rucinski Hall Architecture Glens Falls, NY 12801 134 Dix Ave 917-414-5590 Glens Falls, NY 12801 bjbielecki@msn.com 518-741-0268 ephall@nycap.rr.com Additional Efficiency Package(s) Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Common Space Types:Office-Open Plan 9600 0.88 8448 2-Warehouse:Medium/Bulky/Pallet Material Storage 9000 0.52 4680 3-Manufacturing:Low Bay(<25ft.Floor to Ceiling Height) 6400 1.07 6848 Total Allowed Watts= 19976 Proposed Interior Lighting Power A B C D E Fixture ID:Description I Lamp/Wattage Per Lamp I Ballast Lamps! #of Fixture (C X D) Fixture Fixtures Watt. 1-Common Space Types:Office-Open Plan LED 1:LED Linear 15W: 1 48 32 1536 2-Warehouse:Medium/Bulky/Pallet Material Storage HID 1:Metal Halide:Pulse start: 1 32 64 2048 3-Manufacturing:Low Bay(<25ft. Floor to Ceiling Height) LED 2:LED Linear 15W: 1 48 32 1536 Total Proposed Watts= 5120 Interior Lighting PASSES: Design 74% better than code 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 2015 IECC requirements in COMcheck ion 4.1 .0 a to ply with any applicable mandatory requirements listed in the Inspection Checklist. Ethan P. Hall-Architect - 21 JAN Jfl Name-Title Sig ure Date Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 4 of 26 COMcheck Software Version 4.1.0.0 rft ii Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: New Mixed Use Building Project Type: New Construction Exterior Lighting Zone 2(Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor: Luzerne Road Boguslaw Bielecki Ethan P. Hall Queensbury,NY 12804 282 Glen Street Rucinski Hall Architecture Glens Falls,NY 12801 134 Dix Ave 917-414-5590 Glens Falls, NY 12801 bjbielecki@msn.com 518-741-0268 ephall@nycap.rr.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts I Unit Wattage (B X C) Entry canopy 8 ft2 0.25 Yes 2 Main entry 6 ft of door 20 Yes 120 Total Tradable Watts(a)= 122 Total Allowed Watts= 122 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (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 A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Entry canopy(8 ft2):Tradable Wattage LED 1:LED PAR 15W: 1 8 32 256 Main entry(6 ft of door width):Tradable Wattage LED 2:LED PAR 15W: 1 6 32 192 Total Tradable Proposed Watts= 448 Exterior Lighting PASSES: Design 38% better than code 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 2015 IECC requirements in COMcheck V 'on 4.1. 0 an o co ply with any applicable mandatory requirements listed in the Inspection Checklist.Ethan P.Hall-Architect `�f i Jt� Z`/q Name-Title Sign e Date Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 5 of 26 COMcheck Software Version 4.1.0.0 (ill Nfii Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: New Mixed Use Building Location: Glens Falls, New York Climate Zone: 6a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Luzerne Road Boguslaw Bielecki Ethan P. Hall Queensbury,NY 12804 282 Glen Street Rucinski Hall Architecture Glens Falls, NY 12801 134 Dix Ave 917-414-5590 Glens Falls, NY 12801 bjbielecki@msn.com 518-741-0268 ephall@nycap.rr.com Additional Efficiency Package(s) Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=65 kBtu/h Proposed Efficiency=93.00%Et,Required Efficiency: 80.00%Et or 80%AFUE Cooling:1 each-Single Package DX Unit,Capacity=45 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=15.00 SEER,Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 1—Compliance(Motor nameplate HP method):Passes Fans: FAN 1 Supply,Single-Zone VAV,1500 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade 1 HVAC System 2(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=65 kBtu/h Proposed Efficiency=93.00%Et,Required Efficiency: 80.00%Et or 80%AFUE Cooling:1 each-Single Package DX Unit,Capacity=45 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=15.00 SEER,Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 1 --Compliance(Motor nameplate HP method):Passes Fans: FAN 1 Supply,Single-Zone VAV,1500 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade 1 HVAC System 3(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=65 kBtu/h Proposed Efficiency=93.00%Et,Required Efficiency: 80.00%Et or 80%AFUE Cooling: 1 each-Single Package DX Unit,Capacity=45 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=15.00 SEER,Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 1--Compliance(Motor nameplate HP method):Passes Fans: FAN 1 Supply,Single-Zone VAV,1500 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade 1 HVAC System 4(Single Zone): Heating: 1 each-Central Furnace,Gas,Capacity=65 kBtu/h Proposed Efficiency=93.00%Et,Required Efficiency: 80.00%Et or 80%AFUE Cooling: 1 each-Single Package DX Unit,Capacity=45 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=15.00 SEER,Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 1--Compliance(Motor nameplate HP method):Passes Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 6 of 26 Quantity System Type&Description Fans: FAN 1 Supply,Single-Zone VAV, 1500 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade 1 HVAC System 5(Single Zone): Heating: 1 each-Central Furnace,Gas,Capacity=65 kBtu/h Proposed Efficiency=93.00%Et,Required Efficiency: 80.00%Et or 80%AFUE Cooling: 1 each-Single Package DX Unit,Capacity=45 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=15.00 SEER,Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 1 --Compliance(Motor nameplate HP method):Passes Fans: FAN 1 Supply,Single-Zone VAV, 1500 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade 1 HVAC System 6(Unknown): Heating: 1 each-Unit Heater,Gas,Capacity=50 kBtu/h Proposed Efficiency=89.00%Ec,Required Efficiency: 80.00%Ec Fan System: FAN SYSTEM 2—Compliance(Motor nameplate HP method):Passes Fans: FAN 2 Supply,Constant Volume, 1000 CFM,0.3 motor nameplate hp,0.0 fan efficiency grade 1 HVAC System 7(Unknown): Heating: 1 each-Unit Heater,Gas,Capacity=50 kBtu/h Proposed Efficiency=89.00%Ec,Required Efficiency: 80.00%Ec Fan System: FAN SYSTEM 2—Compliance(Motor nameplate HP method):Passes Fans: FAN 2 Supply,Constant Volume, 1000 CFM,0.3 motor nameplate hp,0.0 fan efficiency grade 1 HVAC System 8(Unknown): Heating: 1 each-Unit Heater,Gas,Capacity=50 kBtu/h Proposed Efficiency=89.00%Ec,Required Efficiency: 80.00%Ec Fan System: FAN SYSTEM 2—Compliance(Motor nameplate HP method):Passes Fans: FAN 2 Supply,Constant Volume, 1000 CFM,0.3 motor nameplate hp,0.0 fan efficiency grade 1 HVAC System 9(Unknown): Heating: 1 each-Unit Heater,Gas,Capacity=50 kBtu/h Proposed Efficiency=89.00%Ec,Required Efficiency: 80.00%Ec Fan System: FAN SYSTEM 2--Compliance(Motor nameplate HP method):Passes Fans: FAN 2 Supply,Constant Volume, 1000 CFM,0.3 motor nameplate hp,0.0 fan efficiency grade 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 2015 IECC requirements in COMcheckV- '•n 4.1.0 e an• o com•ly with any applicable mandatory requirements listed in the Inspection Checklist. j Ethan P. Hall-Architect ( ' 21 UAN 2&/I Name-Title Si• - •re Date Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 7 of 26 COMcheck Software Version 4.1.0.0 Inspection Checklist Energy Code: 2015 IECC rit Requirements: 100.0% 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 DComplies Requirement will be met. [PR1]1 information with which compliance ODoes Not can be determined for the building ❑Not Observable Location on plans/spec:A-1 envelope and document where exceptions to the standard are ❑Not Applicable claimed. C103.2 Plans,specifications,and/or DComplies Requirement will be met. [PR2]1 calculations provide all information ODoes Not with which compliance can be ❑Not Observable,Location on plans/spec:A-1 determined for the mechanical 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 DComplies Requirement will be met. [PR4]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable Location on plans/spec:A-1 determined for the interior lighting 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 DComplies Requirement will be met. [PR8]1 calculations provide all information ODoes Not with which compliance can be ❑Not Observable Location on plans/spec:A-1 determined for the exterior lighting and 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. C402.4.1 The vertical fenestration area <= 30 DComplies Requirement will be met. [PR10]1 percent of the gross above-grade wall ODoes Not area. Location on plans/spec:A-1 ❑Not Observable ❑Not Applicable C402.4.1 The skylight area <= 3 percent of the DComplies Requirement will be met. [PR11]1 gross roof area. ['Does Not ['Not Observable Location on plans/spec:A-1 ❑Not Applicable 1 High Impact(Tier 1) 12 'Medium Impact(Tier 2) i 3 I Low Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 8 of 26 • Section # Plan Review Complies? Comments/Assumptions _Si Req.ID C406 Plans, specifications,and/or ❑Complies Requirement will be met. [PR9)' calculations provide all information ❑Does Not with which compliance can be ❑Not Observable Location on plans/spec:A-1 determined for the additional energy efficiency package options. ❑Not Applicable Additional Comments/Assumptions: l 1 I High Impact(Tier 1) 12 l Medium Impact(Tier 2) L3 Low Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 9 of 26 Section # Footing/Foundation Inspection Complies? Comments/Assumptions & Req.ID C303.2 Slab edge insulation installed per ❑Complies Requirement will be met. [FO4]2 manufacturer's instructions. ❑Does Not ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C303.2.1 Exterior insulation protected against ❑Complies Requirement will be met. [FO6]1 damage,sunlight, moisture, wind, DDoes Not landscaping and equipment ['Not Observable maintenance activities. ❑Not Applicable C402.2.5 Slab edge insulation R-value. ❑Complies See the Envelope Assemblies table for values. [FO3]2 ❑Does Not ENot Observable ❑Not Applicable C402.2.6 Radiant heating systems panels ❑Complies Exception: Requirement does not apply. [FO12]3 insulated to>=R-3.5 on face opposite ❑Does Not space being heated. See the Envelope Assemblies table for values. :Not Observable ❑Not Applicable C403.2.4. Snow/ice melting system sensors for DComplies Exception: Requirement does not apply. 5, future connection to controls. Freeze ❑Does Not C403.2.4. protection systems have automatic 6 controls installed. ❑Not Observable [FO9)3 ❑Not Applicable Additional Comments/Assumptions: 1 !High Impact(Tier 1) ( 2 !Medium Impact(Tier 2) 1 3 'Low Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 10 of 26 Section Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3 Fenestration products rated in ❑Complies Requirement will be met. [FR12]2 accordance with NFRC. ❑Does Not :Not Observable Location on plans/spec:A-1 ❑Not Applicable C303.1.3 Fenestration products are certified as ❑Complies Requirement will be met. [FR13)' to performance labels or certificates ❑Does Not provided. Location on plans/spec:A-1 ONot Observable ONot Applicable C402.4.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR10]' ODoes Not ❑Not Observable ONot Applicable C402.4.3, Vertical fenestration U-Factor. OComplies See the Envelope Assemblies table for values. C402.4.3. ;❑Does Not 4 ONot Observable [FR8]' ONot Applicable C402.4.4 U-factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values. [FR1412 with the building thermal envelope ❑Does Not meets requirements. ONot Observable ONot Applicable C402.5.7 Vestibules are installed on all building ❑Complies Requirement will be met. [FR17]3 entrances. Doors have self-closing ❑Does Not devices. :Not Observable Location on plans/spec:A-1 ONot Applicable Additional Comments/Assumptions: I 1 41-ligh Impact(Tier 1) ` 2 'Medium Impact(Tier 2) L 3 [Low Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 11 of 26 Section 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 DDoes Not C404.5.2 requirements. Refer to section details. [PL6]3 ONot Observable ONot 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 ONot Applicable C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. v C404.5.1, to pipe length and volume ODoes Not C404.5.2 requirements. Refer to section details. [PL6]s ONot Observable ONot Applicable C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume DDoes Not C404.5.2 requirements. Refer to section details. [PL6]3 ONot Observable ONot Applicable C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume DDoes Not C404.5.2 requirements. Refer to section details. [PL6]3 ONot Observable ONot Applicable C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume DDoes Not C404.5.2 requirements.Refer to section details. [PL6]3 ONot Observable ONot Applicable C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume DDoes Not C404.5.2 requirements. Refer to section details. (PL6]s ONot Observable ONot Applicable C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume DDoes Not C404.5.2 requirements. Refer to section details. [PL6]3 ONot Observable ONot 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 ONot Observable ONot Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls DDoes Not that limit operation from startup to DNot Observable <= 5 minutes after end of heating cycle. ONot 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 cycle. ONot Applicable 1 j High Impact(Tier 1) 12 j Medium Impact(Tier 2) 1 3 I Low Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 12 of 26 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.6.3 Pumps that circulate water between a DComplies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to DNot Observable <= 5 minutes after end of heating cycle. ONot Applicable C404.6.3 Pumps that circulate water between a DComplies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ONot Observable <= 5 minutes after end of heating cycle. DNot Applicable C404.6.3 Pumps that circulate water between a DComplies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to DNot Observable <= 5 minutes after end of heating cycle. ONot Applicable C404.6.3 Pumps that circulate water between a DComplies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ONot Observable <=5 minutes after end of heating cycle. ONot Applicable C404.6.3 Pumps that circulate water between a DComplies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ONot Observable <= 5 minutes after end of heating cycle. ONot 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 cycle. ONot Applicable C404.6.3 Pumps that circulate water between a DComplies 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 _ cycle. ONot Applicable C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply ❑Does Not pipe back to the heated-water source through a cold-water supply pipe is a [Not Observable demand recirculation water system. ONot Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply ❑Does Not pipe back to the heated-water source through a cold-water supply pipe is a DNot Observable demand recirculation water system. Observable,__, Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) I. 3 i Low Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 13 of 26 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.7 Water distribution system that pumps DComplies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply ❑Does Not pipe back to the heated-water source ❑Not Observable through a cold-water supply pipe is a demand recirculation water system. ❑Not Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. C404.7 Water distribution system that pumps DComplies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply ❑Does Not pipe back to the heated-water source ❑Not Observable through a cold-water supply pipe is a demand recirculation water system. ❑Not Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. C404.7 Water distribution system that pumps DComplies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply ❑Does Not pipe back to the heated-water source ❑Not Observable through a cold-water supply pipe is a ❑Not Applicable demand recirculation water system. i e Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. C404.7 Water distribution system that pumps DComplies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply ODoes Not pipe back to the heated-water source ❑Not Observable through a cold-water supply pipe is a demand recirculation water system. DNot Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. C404.7 Water distribution system that pumps DComplies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply DDoes Not pipe back to the heated-water source through a cold-water supply pipe is a Not Observable demand recirculation water system. Observable,__, Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. 1 jHigh Impact(Tier 1) 12 !Medium Impact(Tier 2) 1 3 ILow Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 14 of 26 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply ❑Does Not pipe back to the heated-water source through a cold-water supply pipe is a ❑Not Observable demand recirculation water system. ❑Not Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply. (PL8]3 water from a heated-water supply DDoes Not pipe back to the heated-water source through a cold-water supply pipe is a ❑Not Observable demand recirculation water system. ❑Not Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. Additional Comments/Assumptions: 1 1 [High Impact(Tier 1) 2 Medium Impact(Tier 2) J 3 'Low Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 15 of 26 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.2.6 Thermally ineffective panel surfaces of❑Complies Exception: Requirement does not apply. [ME41]3 sensible heating panels have ODoes Not insulation >= R-3.5. ONot Observable Location on plans/spec:A-1 O Not Applicable C402.5.5, Stair and elevator shaft vents have DComplies Requirement will be met. C403.2.4. motorized dampers that automatically ODoes Not 3 close. Location on plans/spec:A-1 [ME3]3 ONot Observable ❑Not Applicable C402.5.5, Outdoor air and exhaust systems have DComplies Requirement will be met. C403.2.4. motorized dampers that automatically ;ODoes Not 3 shut when not in use and meet Location on plans/spec:A-1 [ME58]3 maximum leakage rates.Check ONot Observable gravity dampers where allowed. :Not Applicable C403.2.13 Unenclosed spaces that are heated ❑Complies Exception: Requirement does not apply. [ME71]2 use only radiant heat. ❑Does Not O Not Observable ONot Applicable C403.2.3 HVAC equipment efficiency verified. DComplies See the Mechanical Systems list for values. [ME55]2 ODoes Not ONot Observable O Not Applicable C403.2.6. Demand control ventilation provided DComplies Exception: Systems with design outdoor air of less than 1200 1 for spaces>500 ft2 and>25 ODoes Not cfm. [ME59]1 people/1000 ft2 occupant density and served by systems with air side ONot Observable economizer, auto modulating outside ONot Applicable air damper control,or design airflow >3,000 cfm. C403.2.6. Enclosed parking garage ventilation DComplies Exception: Requirement does not apply. 2 has automatic contaminant detection ODoes Not [ME115]3 and capacity to stage or modulate fans to 50%or less of design capacity. ONot Observable ONot Applicable C403.2.7 Exhaust air energy recovery on DComplies Requirement will be met. [ME57]1 systems meeting Table C403.2.7(1) ❑Does Not and C403.2.7(2). :Not Observable ONot Applicable C403.2.8 Kitchen exhaust systems comply with DComplies Exception: Requirement does not apply. [ME116]3 replacement air and conditioned ❑Does Not supply air limitations, and satisfy hood rating requirements and maximum ONot Observable exhaust rate criteria. ONot Applicable C403.2.9 HVAC ducts and plenums insulated. DComplies Exception: Requirement does not apply. [ME60]2 Where ducts or plenums are installed DDoes Not in or under a slab,verification may need to occur during Foundation [Not Observable Inspection. ENot Applicable C403.2.9 Ducts and plenums sealed based on ❑Complies Requirement will be met. [ME10]2 static pressure and location. ODoes Not ['Not Observable Location on plans/spec:A-1 ONot Applicable C403.2.9. Ductwork operating >3 in.water DComplies Requirement will be met. 1.3 column requires air leakage testing. ODoes Not [ME11]3 Location on plans/spec:A-1 ONot Observable :Not Applicable 1 [High Impact(Tier 1) 1 2 'Medium Impact(Tier 2) L 3JLow Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 16 of 26 • Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C403.2.9. Ductwork operating>3 in. water DComplies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ONot Observable ONot Applicable C403.2.9. Ductwork operating >3 in.water DComplies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ONot Observable ONot Applicable C403.2.9. Ductwork operating >3 in.water DComplies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ❑Not Observable (=Not Applicable C403.2.9. Ductwork operating >3 in.water DComplies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ONot Observable 'ONot Applicable C403.2.9. Ductwork operating >3 in.water DComplies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ❑Not Observable ONot Applicable C403.2.9. Ductwork operating >3 in.water DComplies Exception: Requirement does not apply. 1.3 column requires air leakage testing. '❑Does Not [ME11]3 ONot Observable O Not Applicable C403.2.9. Ductwork operating >3 in.water DComplies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [ME11]3 [Not Observable ONot Applicable C403.2.9. Ductwork operating>3 in.water DComplies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ['Not Observable O Not Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static '❑Does Not [ME110]3 pressure setpoint reset controls. DNot Observable See the Mechanical Systems list for values. [Not Applicable C403.4.4. Multiple zone VAV systems with DDC DComplies Exception: Requirement does not apply. 6 of individual zone boxes have static DDoes Not [ME110]3 pressure setpoint reset controls. See the Mechanical Systems list for values. ONot Observable O Not Applicable C403.4.4. Multiple zone VAV systems with DDC DComplies Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. [Not Observable See the Mechanical Systems list for values. ❑Not Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. See the Mechanical Systems list for values. ONot Applicable C403.4.4. Multiple zone VAV systems with DDC DComplies Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. See the Mechanical Systems list for values. ONot Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) I 3 Low Impact(Tier 3) ' Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 17 of 26 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static ODoes Not [ME110]3 pressure setpoint reset controls. :Not Observable See the Mechanical Systems list for values. ONot Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. See the Mechanical Systems list for values. ONot Observable ONot Applicable C403.4.4. Multiple zone VAV systems with DDC OComplies Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. DNot Observable See the Mechanical Systems list for values. ONot Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. DNot Observable See the Mechanical Systems list for values. ONot Applicable C408.2.2. Air outlets and zone terminal devices ❑Complies Requirement will be met. 1 have means for air balancing. ❑Does Not [ME53]3 Location on plans/spec:A-1 ONot Observable ONot 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 ONot Observable condensing unit, have fan-powered ONot 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) 2 Medium Impact(Tier 2) I 3 Low impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 18 of 26 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.1 Lighting controls installed to uniformly ❑Complies Requirement will be met. [EL15]1 reduce the lighting load by at least ODoes Not 50%. Location on plans/spec:A-1 ❑Not Observable ONot Applicable C405.2.1 Occupancy sensors installed in OComplies Requirement will be met. [EL18]1 required spaces. ODoes Not ONot Observable Location on plans/spec:A-1 ONot Applicable C405.2.1, Independent lighting controls installed ❑Complies Requirement will be met. C405.2.2. per approved lighting plans and all ❑Does Not 3 manual controls readily accessible and ONot Observable Location on plans/spec:A-1 [EL23]2 visible to occupants. ONot Applicable C405.2.2. Automatic controls to shut off all ❑Complies Requirement will be met. 1 building lighting installed in all ODoes Not [EL22]2 buildings. ONot Observable Location on plans/spec:A-1 ONot Applicable C405.2.3 Daylight zones provided with ❑Complies Requirement will be met. [EL16]2 individual controls that control the ODoes Not lights independent of general area ONot Observable Location on plans/spec:A-1 lighting. ONot Applicable • C405.2.3, !Primary sidelighted areas are ❑Complies Exception: Requirement does not apply. C405.2.3. equipped with required lighting ODoes Not 1, controls. ONot Observable C405.2.3. 2 [Not Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area ❑Complies Exception: Requirement does not apply. C405.2.3. under skylights and rooftop monitors ODoes Not 1, are equipped with required lighting ONot Observable C405.2.3. controls. 3 ONot Applicable [EL21]1 C405.2.4 Separate lighting control devices for ❑Complies Requirement will be met. [EL4]1 specific uses installed per approved ODoes Not lighting plans. Location on plans/spec:A-1 ONot Observable ONot Applicable C405.2.4 Additional interior lighting power DComplies Requirement will be met. [EL8]1 allowed for special functions per the ODoes Not approved lighting plans and is ONot Observable Location on plans/spec:A-1 automatically controlled and separated from general lighting. ONot Applicable C405.2.5 Automatic lighting controls for exterior❑Complies Requirement will be met. [EL25]no° lighting installed.Controls will be ODoes Not daylight controlled,set based on Location on plans/spec:A-1 business operation time-of-day,or ONot Observable reduce connected lighting >30%. ONot Applicable C405.3 Exit signs do not exceed 5 watts per ['Complies Requirement will be met. [EL6]1 face. ODoes Not ONot Observable Location on plans/spec:A-1 ONot Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 I Medium Impact(Tier 2) 1 3 j Low Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 19 of 26 1 High Impact(Tier 1) 2 II Medium Impact(Tier 2) L . 3 II Low Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 20 of 26 Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID C303.1 Roof insulation installed per DComplies Requirement will be met. [IN3]1 manufacturer's instructions. Blown or ODoes Not poured loose-fill insulation is installed ONot Observable Location on plans/spec:A-1 only where the roof slope is <=3 in 12. ONot Applicable C303.1 Building envelope insulation is labeled DComplies Requirement will be met. [IN10]2 with R-value or insulation certificate ODoes Not providing R-value and other relevant ONot Observable data. ONot Applicable C303.2 Above-grade wall insulation installed DComplies Requirement will be met. [IN7]1 per manufacturer's instructions. ❑Does Not ONot Observable Location on plans/spec:A-1 ONot Applicable C303.2.1 Exterior insulation is protected from DComplies Exception: Requirement does not apply. [IN14]2 damage with a protective material. DDoes Not Verification for exposed foundation ONot Observable insulation may need to occur during Foundation Inspection. ❑Not Applicable C402.1.3 Non-swinging opaque doors have R- DComplies Requirement will be met. [IN19]3 4.75 insulation. ODoes Not ['Not Observable Location on plans/spec:A-1 DNot Applicable C402.2.1 Insulation intended to meet the roof DComplies Requirement will be met. [IN17]3 insulation requirements cannot be Oboes Not installed on top of a suspended :Not Observable Location on plans/spec:A-1 ceiling. Mark this requirement compliant if insulation is installed ONot Applicable accordingly. C402.2.3 Above-grade wall insulation R-value. DComplies See the Envelope Assemblies table for values. [IN6]1 ODoes Not [Not Observable ONot Applicable C402.2.5 Floor insulation R-value. DComplies See the Envelope Assemblies table for values. — —_ [IN8]2 ODoes Not ONot Observable ONot Applicable C402.2.6 Radiant panels and associated DComplies Exception: Requirement does not apply. [IN18]3 components,designed for heat ODoes Not transfer from the panel surfaces to the occupants or indoor space are ONot Observable insulated with a minimum of R-3.5. ONot Applicable C402.2.2 Roof R-value. For some ceiling ❑Complies See the Envelope Assemblies table for values. [IN2]1 systems,verification may need to ❑Does Not occur during Framing Inspection. ONot Observable ONot Applicable C402.5.1. All sources of air leakage in the DComplies Requirement will be met. 1 building thermal envelope are sealed, ODoes Not [IN1]1 caulked, gasketed, weather stripped ONot Observable Location on plans/spec:A-1 or wrapped with moisture vapor- permeable wrapping material to ONot Applicable minimize air leakage. Additional Comments/Assumptions: 1[High Impact(Tier 1) 12 !Medium Impact(Tier 2) L 3 I Low Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 21 of 26 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, Furnished O&M instructions for ❑Complies Requirement will be met. C408.2.5. systems and equipment to the ODoes Not 2 building owner or designated [FI17]3 representative. ❑Not Observable ❑Not Applicable C303.3, Furnished O&M manuals for HVAC ❑Complies Requirement will be met. C408.2.5. systems within 90 days of system ODoes Not 3 acceptance. [Fl8]3 ❑Not Observable ❑Not Applicable C402.5 Building envelope contains a ❑Complies Requirement will be met. [FI55]' continuous air barrier that has been ODoes Not tested and deemed to limit air leakage Location on plans/spec:A-1 <=0.40 cfm/ft2. Not Observable ❑Not Applicable C402.5.6 Weatherseals installed on all loading DComplies Requirement will be met. [F137]1 dock cargo doors. ODoes Not ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C403.2.2 HVAC systems and equipment ❑Complies Requirement will be met. [FI27]3 capacity does not exceed calculated ❑Does Not loads. Location on plans/spec:A-1 DNot Observable ❑Not Applicable C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. -- —1 controlled by a thermostat control. ODoes Not [F147]3 Minimum one humidity control device :❑Not Observable Location on plans/spec:A-1 per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ODoes Not [FI47]3 Minimum one humidity control device Not Observable Location on plans/spec:A-1 per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ODoes Not [FI47]3 Minimum one humidity control device ❑Not Observable Location on plans/spec:A-1 per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. DDoes Not [FI47)3 Minimum one humidity control device Location on plans/spec:A-1 per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ODoes Not [F147)3 Minimum one humidity control device ❑Not Observable Location on plans/spec:A-1 per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ODoes Not [F147]3 Minimum one humidity control device Location on plans/spec:A-1 per installed humidification/dehumidification ❑Not Applicable system. I 1'High Impact(Tier 1) l 2 !Medium Impact(Tier 2) 13 j Low Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 22 of 26 Section Final Inspection Complies? Comments/Assumptions & Req.ID C403.2.4. Heating and cooling to each zone is OComplies Requirement will be met. 1 controlled by a thermostat control. ODoes Not [FI47]3 Minimum one humidity control device Not Observable Location on plans/spec:A-1 per installed humidification/dehumidification [Not Applicable system. C403.2.4 Heating and cooling to each zone is OComplies Requirement will be met. 1 controlled by a thermostat control. ODoes Not [FI47]3 Minimum one humidity control device Not Observable Location on plans/spec:A-1 per installed humidification/dehumidification ONot Applicable system. C403.2.4. Heating and cooling to each zone is OComplies Requirement will be met. 1 controlled by a thermostat control. ODoes Not [FI47]3 Minimum one humidity control device ['Not Observable Location on plans/spec:A-1 per installed humidification/dehumidification EJNot Applicable system. C403.2.4. Thermostatic controls have a 5 °F ❑Complies Requirement will be met. 1.2 deadband. ODoes Not [F138]3 Location on plans/spec:A-1 DNot Observable ONot Applicable C403.2.4. Temperature controls have setpoint ❑Complies Requirement will be met. 1.3 overlap restrictions. ODoes Not [F120]3 Location on plans/spec:A-1 :Not Observable ONot Applicable C403.2.4. Each zone equipped with setback OComplies Exception: Requirement does not apply. 2 controls using automatic time clock or ODoes Not [FI39]3 programmable control system. ONot Observable ONot Applicable C403.2.4. Automatic Controls: Setback to 55°F OComplies 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 Not Observable Location on plans/spec:A-1 2.2 backup [F140]3 ONot Applicable C403.2.4. Systems include optimum start OComplies Exception: Requirement does not apply. 2.3 controls. ODoes Not [FI41)3 ONot Observable ONot Applicable C403.2.4. Systems include optimum start OComplies Exception: Requirement does not apply. 2.3 controls. ODoes Not (FI41)3 DNot Observable ONot Applicable C403.2.4. Systems include optimum start ❑Complies Exception: Requirement does not apply. 2.3 controls. ODoes Not [FI41)3 ['Not Observable ONot Applicable C403.2.4. Systems include optimum start ElComplies Exception: Requirement does not apply. 2.3 controls. ODoes Not [FI41)3 ONot Observable ONot Applicable C403.2.4. Systems include optimum start ❑Complies Exception: Requirement does not apply. 2.3 controls. ODoes Not [FI41]3 ONot Observable ONot Applicable 1'High Impact(Tier 1) 12 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 23 of 26 Section Final Inspection Complies? Comments/Assumptions &Req.ID C403.2.4. Systems include optimum start ❑Complies Requirement will be met. 2.3 controls. ❑Does Not [FI41]3 Location on plans/spec:A-1 ❑Not Observable ONot Applicable C403.2.4. Systems include optimum start ❑Complies Requirement will be met. 2.3 controls. ❑Does Not [FI41)3 Location on plans/spec:A-1 "Not Observable ❑Not Applicable C403.2.4. Systems include optimum start ❑Complies Requirement will be met. 2.3 controls. ❑Does Not [FI41)3 Location on plans/spec:A-1 ['Not Observable ONot Applicable C403.2.4. :Systems include optimum start ❑Complies Requirement will be met. 2.3 controls. DDoes Not [FI41]3 Location on plans/spec:A-1 ONot Observable ONot Applicable C405.4.1 :Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [FI18)' lighting power is consistent with what DDoes Not is shown on the approved lighting plans,demonstrating proposed watts ONot Observable are less than or equal to allowed Observable,__, Applicable watts. C405.5.1 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. [FI19]' with what is shown on the approved DDoes Not lighting plans, demonstrating proposed watts are less than or equal ONot Observable to allowed watts. ❑Not Applicable C408.2.1 Commissioning plan developed by ❑Complies Requirement will be met. [FI28]' registered design professional or DDoes Not approved agency. Location on plans/spec:A-1 ONot Observable ❑Not Applicable C408.2.3. HVAC equipment has been tested to ❑Complies Exception: Unitary or packaged HVAC eqiupment without 1 ensure proper operation. DDoes Not supply air economizers. (FI31)' ['Not Observable ONot Applicable C408.2.3. HVAC control systems have been ❑Complies Requirement will be met. 2 tested to ensure proper operation, DDoes Not [FI10)' calibration and adjustment of controls. ONot Observable Location on plans/spec:A-1 ONot Applicable C408.2.4 Preliminary commissioning report DComplies Requirement will be met. (FI29)' completed and certified by registered DDoes Not design professional or approved ['Not Observable Location on plans/spec:A-1 agency. ONot Applicable C408.2.5. Furnished HVAC as-built drawings OComplies Requirement will be met. 1 submitted within 90 days of system DDoes Not [FI7]3 acceptance. ONot Observable ONot Applicable C408.2.5. Furnished as-built drawings for ❑Complies Requirement will be met. 1 electric power systems within 90 days DDoes Not [FI16)3 of system acceptance. ONot Observable ONot Applicable 1 [High Impact(Tier 1) 12 'Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 24 of 26 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C408.2.5. An air and/or hydronic system DComplies Requirement will be met. 3 balancing report is provided for HVAC ❑Does Not [FI43]1 systems. Location on plans/spec:A-1 ❑Not Observable ❑Not Applicable C408.2.5. Final commissioning report due to ❑Complies Requirement will be met. 4 building owner within 90 days of ❑Does Not [F130]1 receipt of certificate of occupancy. [Not Observable Location on plans/spec:A-1 ❑Not Applicable C408.3 Lighting systems have been tested to DComplies Requirement will be met. [F133]1 ensure proper calibration,adjustment, ❑Does Not programming, and operation. Location on plans/spec:A-1 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 'High Impact(Tier 1) 2 !Medium Impact(Tier 2) L 3.I Low Impact(Tier 3) Project Title: New Mixed Use Building Report date: 10/30/18 Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 25 of 26 CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518)399-1913 March 4, 2019 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Queensbury,New York 12804 Att'n: Building Code Enforcement Officials Re: MIX USE PROPERTY: 120 LUZERNE ROAD,QUEENSBURY,NEW YORK Construction Materials Inspection and Testing Services Greetings, Per the request, Mr. Boguslaw Bielecki, we are pleased to inform you CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the referenced project including but not limited to: Soil compaction and portland cement concrete inspection and testing. As such, we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is the construction materials inspection division of Product Development&Technical Services, Inc. Since our 1984 incorporation in New York State,we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with projects committed to timely completion while satisfying the quality controls and assurances necessary to support today's strict design criteria. All too often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualified personnel,tardy response time or uncompromising attitudes of technicians. Given the opportunity, we are confident we can provide the services that reflect our strong desire to be an asset to the construction process. Our facility and field technical force is supported by state of the art test equipment, including nuclear soil/asphalt density test equipment, automatic soil moisture/density(Proctor) apparatus, temperature/humidity controlled curing environments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials (ASTM) standards C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our personnel, equipment,facility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory(CCRL)of the National Standards Institute. A copy of the CCRLINSI audit and finding is available upon request. March 4, 2019 TOWN OF QUEENSBURY BUILDING DEPARTMENT Re: MIX USE PROPERTY: 120 LUZERNE ROAD,QUEENSBURY,NEW YORK Construction Materials Inspection and Testing Services Our staff ranges from consultant Professional Engineers,hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the following certifications: * Certification at various levels (AET-I through SET-IV)by the National Institute for Certification in the Engineering Technologies (NICET). * American Concrete Institute (ACI)Grade I Concrete Inspector. * American Concrete Institute(ACI)Certified Concrete Construction Special Inspector. * North East Transportation Training &Certification Program(NETTCP). Certified Soil and Aggregate Inspector * Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. * NYSDoT Certified Asphalt Density Inspector. * J&L Testing, Inc. Certification Program for Sanitary Landfill Inspectors. * J&L Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthetic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications, field inspectors are familiar with all phases of construction materials testing and inspection including soils, concrete, reinforcement, masonry, structural steel, fireproofing and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction, foundation design recommendations,portland cement concrete,unit masonry, mortars, grouts,bituminous concrete, structural steel and fireproofing, as well as all associated laboratory services. In general, all forms of materials testing and inspection services, as they relate to the construction industry, may be obtained through CONSTRUCTION TECHNOLOGY. We appreciate your interest in our firm and our line of work. We look forward to completing the construction materials inspection,testing and laboratory requirements for: MR. BOGUSLAW BIELECKI. If there are any questions, or when we may be of assistance, please contact this office immediately. Respectfully, CONSTRUCTION TECHNOLOGY crawl 94244:or Tom Joslin, S.E.T., (NICET) Manager Technical Services Catherine Muller 257 Middle Road Crown Point, NY 12928 AIR BARRIER 518-597-4503 SOLUTIONS cmuller(a�AirBarrierSolutions.com 3/6/19 To whom it may concern, Air Barrier Solutions, Inc. has agreed to be the Bower Door Test agent for Mr. Boguslaw Bielecki at the site location of 120 Luzerne Rd. Queensbury, NY 12804. The purpose of the test is to verify per the Commercial Energy Code C402.5 that the tested air leakage rate of the building's envelope is not greater than 0.4 CFM75/SF (0.2 Lis * M2). We will be conducting a depressurization building envelope test, per ASTM E779, per the code. It will be an air barrier systems enclosure test that excludes HVAC-related openings Air Barrier Solutions, Inc. is a building envelope testing and repair firm based out of Crown Point, NY. Our primary testing services include ASTM E779 Standard Test Method for Determining Air Leakage Rate by Fan Pressurization, ASTM E1186 Standard Practices for Air Leakage Site Detection in Building Envelopes and Air Barrier Systems and ASTM E783 Standard Test Method for Field Measurement of Air Leakage Through Installed Exterior Windows and Doors. Air Barrier Solutions, Inc.'s primary focus is providing inspection and repair services to existing buildings for air leakage issues. Typical technologies employed during our inspections include orifice fan induced pressures, infrared inspections, airflow measurement devices, ultrasonic testing devices and smoke tracers to indicate airflow. Mr. Larry Harmon of Air Barrier Solutions, Inc., who was our test lead, is a full voting member of the ASTM E06 committee which oversees a number of building performance standards including the ASTM E779 standard. He was the founding Executive Director of the Building Performance Institute, Inc. and served on the committee developing the USACEE airflow testing standard. Air Barrier Solutions, Inc. has sponsored and/or participated in a number of research projects including the ASHRAE 1478-RP Measuring Air-tightness of Mid- and High-Rise Non-Residential Buildings project and MNCEE's project on air sealing effectiveness in commercial buildings. Air Barrier Solutions also has conducted proprietary research into application specific treatments for measures such as roof-wall joint sealing and weatherstripping things like doors, windows and overhead doors utilizing pre and post installation ASTM E779 tests or ASTM E783 test protocols. Si c ely, /111,itLi Catherine Muller President 'i angina the world, one building at a time,for a carbon-neutral future. On time.On budget, Quality assured. www.AirBarrierSolutions.com MH PROFESSIONAL ENGINEERING, PLLC PROFESSIONAL ENGINEERING.PLLC Mr. Boguslaw Bielecki February 13, 2019 Luzerne Road Town of Queensbury,New York 12804 RE: Commissioning—Bielecki Building Attached,please find our detailed proposal to provide Commissioning Authority Services for the mixed- use facility(Bielecki Building) construction project. Our firm can mobilize immediately to provide these services should we be selected, and we believe that our detailed,customized and methodical approach to commissioning will complement your project team and exceed expectations. MH Professional Engineering, PLLC personnel have successfully completed comprehensive commissioning projects and have extensive experience with projects of this complexity. We appreciate the opportunity to respond to this request for proposal. If you have any questions, please contact me. Sincerely, John Yost, CBCP Director of Commissioning Services MH Professional Engineering, PLLC 518-280-6522 x103 jyost@mhproengineering.com 5 Corporate Drive*Clifton Park,NY 12065 *Phone:(518)280-6522 *Fax:280-6526 ?Tin , PROFESSIONAL ENGINEERING.PLLC Proposal To Provide Commissioning Authority Services Mixed Use Facility Boguslaw Bielecki Town of Queensbury, New York Commissioning Authority Services MH Professional Engineering,PLLC 5 Corporate Drive Bielecki Building Clifton Park,NY 12065 518-280-6522 PROFESSIONAL ENGINEERING,PLLC MH Professional Engineering, PLLC is pleased to offer the following qualifications in response to Ethan P.Hall's request to provide Commissioning Authority Services for the Mixed Use Facility construction project,Bielecki Building located in the Town of Queensbury,New York. Benefits and Value to the Bielecki Building Commissioning Experience: MH Professional Engineering,PLLC personnel have been providing commissioning services for over 15 years to a variety of clients in the public and private sectors on projects of varying complexity, including small HVAC installations, central boiler and chiller plants, laboratory facilities, office buildings and LEED projects, including successful completion of the construction and certification of KAPL Building 04 on the Niskayuna site (gold certification),Hudson River Community Credit Union(silver certification) and Cohoes Community Center(gold certification). In-House Design Engineering Personnel: MH Professional Engineering provides MEP design services for a number of clients as its core service providing in-depth analysis of building systems. Similar Project Experience: MH Professional Engineering has extensive experience with similar projects. Our personnel have provided commissioning services to a number of clients where the scope of work included equipment and systems as designed for the project. BMS and Controls Expertise: MH Professional Engineering recognizes that effectively controlling equipment and systems is critical, and an efficiently operating and programmed Building Management System is integral to that process. We have extensive expertise with the systems of a variety of vendors, including Carrier,Automated Logic,Johnson Controls,Metasys, Andover, Siemens and Trane. Hands-on Operations Experience: In addition to engineering and management experience, our personnel have significant hands-on operational experience and understand the information that operators need to effectively manage and operate their facilities. This makes MH Professional Engineering personnel uniquely qualified to evaluate training programs,to participate in development of training syllabi and to verify that facility personnel are receiving the proper training to effectively operate equipment and systems to achieve energy and maintenance goals. Ability to Mobilize: MH Professional Engineering is prepared to start work immediately to begin reviewing design documentation,preparing the commissioning plan and inspection documentation. Technical Expertise Our commissioning personnel not only have the requisite experience in the commissioning of facilities,but they also have experience in hands-on testing of equipment and systems, Commissioning Authority Services MH Professional Engineering,PLLC 5 Corporate Drive Bielecki Building Clifton Park,NY 12065 518-280-6522 nu PROFESSIONAL ENGINEERING,PLLC construction, operations, design of mechanical and electrical systems, and the peer review of facility designs. This expertise is not only critical to the development of our inspection and testing procedures, witnessing of performance functional testing,but provides the credibility to effectively manage the commissioning process and integrate with the project team. Our commissioning team has extensive experience in operations and maintenance of buildings that provides our clients with a key advocate to assist them in the critical transition from construction to occupancy. We have been instrumental in developing training plans and syllabi, preventative maintenance plans and hands-on training for facility personnel. In addition, our mechanical and electrical design capabilities allow us to effectively evaluate existing systems operation and provide recommendations for improvements in both energy and operations. MH Professional Engineering also has an internal quality assurance/quality control program that stresses quality is achieved through the strict adherence to established procedures. Quality is not "checked" into a project. QA/QC is the process by which our principals assure that our personnel are adhering to the procedures, and therefore providing direction and tools for our engineers to succeed. Personnel Qualifications MH Professional Engineering, PLLC and its commissioning personnel have extensive experience in the commissioning of commercial and institutional projects. This experience dates back to the early 2000s when commissioning was in its infancy and the true benefits were not yet realized. The following details the key team members for this project as well as a description of their roles. Principal-in-Charge Michelle Houghtaling,P.E. Ms.Houghtaling will serve as the Principal-in-Charge. She has more than 20 years of HVAC design engineering and management experience in projects involving design, construction, commissioning and operations. She provides the commitment to clients that their project will be achieved to their expectations and satisfaction. She is responsible for ensuring that the team members have access to the resources necessary to execute the project and also provides the internal quality assurance and quality control. She will also provide input on design reviews, review of equipment submittals and analysis of value engineering decisions. Commissioning Authority Services MB Professional Engineering,PLLC 5 Corporate Drive Bielecki Building Clifton Park,NY 12065 518-280-6522 PROFESSIONAL ENGINEERING,PLLC Director of Commissioning Services John Yost, CBCP Mr.Yost has dedicated the majority of the past seven years to the execution and delivery of building commissioning and has developed and implemented systems to improve the quality, efficiency and communication for the commissioning process. He is a Certified Building Commissioning Provider(CBCP)and has provided commissioning services for several LEED certified projects. Mr. Yost is experienced in commissioning equipment, systems,and buildings for projects of varying scopes and complexity. He has provided these services for higher education facilities, as well as numerous State Agencies, Federal Government and other private institutions. He has had significant expertise in leading complex commissioning projects and has delivered these services throughout all project phases, from developing the commissioning specifications during the design phase through system and equipment testing as well as warranty reviews and operator training. Mr. Yost will be the main point of contact for this project. He will be responsible for the daily project management and direct supervision of team personnel and will be involved in all phases of the commissioning efforts. This will include developing,performing and documenting pre- functional inspections and functional performance testing for all equipment within the scope of services. Project Team Integration and Communication With a keen understanding of the design and construction process,we are able to create a positive and productive relationship with the project team by working to seamlessly integrate the commissioning services into the normal design and construction process. We are committed to being flexible, communicating effectively and quickly turning around reports without unnecessarily burdening the other team members. MH Professional Engineering professionals have worked closely with many design and construction teams during all of our commissioning projects and truly believe the success of the commissioning process relies on the Commissioning team's ability to work well and effectively with construction and design personnel. We believe that the established protocols for the direct involvement of the Commissioning Provider as a member of the project improves the understanding of the commissioning process by all team members and accelerates the acceptance process, reduces the potential for delays, and improves the overall operation, efficiency and comfort of the building. Internal Systems and Methodologies Commissioning Authority Services Mil Professional Engineering,PLLC 5 Corporate Drive Bielecki Building Clifton Park,NY 12065 518-280-6522 PROFESSIONAL ENGINEERING,PLLC MH Professional Engineering has developed definitive protocols to customize inspection criteria, perform inspections and produce deficiency lists that will allow us to efficiently and effectively provide commissioning services. All of our protocols and systems have been designed with three primary objectives: ➢ Maintain the highest degree of quality control through the commissioning process. ➢ Verify that all the team members clearly and easily understand the commissioning process ➢ Distribute information quickly,verify that the information is accurate and complete, and ensure the team members can easily manage the process involved to track corrective actions Inspection and Testing Process During the design phase of the project, MH Professional Engineering team members begin to gain a thorough understanding of the equipment and the systems to be installed. This is accomplished by carefully reviewing drawings and specifications and having candid discussions with the Design and Construction Team. During this process,the Inspection and Testing Forms will be developed. This process and methodology raises our level and value of services and emphasizes our commitment to: ➢ Customizing the inspection tools to enable inspectors to focus on the items relevant to that particular equipment or system. ➢ Providing the highest level of detail and documentation throughout the entire inspection process. This detailed and customized approach continues throughout our Functional Testing Procedures development. The functional testing procedures have three key elements: ➢ Functional Testing Summary ➢ Detailed Functional Testing Procedures ➢ Functional Testing Results The Functional Testing Summary is an important one-page overview that can be utilized as a summary for discussion and planning that is more effective with team members than a multi- page detailed procedure. The summary also provides a valuable tool in effectively communicating an up-to-date status of our commissioning progress to any part of the team. All equipment and systems are fully-inspected and tested. Commissioning Authority Services MH Professional Engineering,PLLC 5 Corporate Drive Bielecki Building Clifton Park,NY 12065 518-280-6522 PROFESSIONAL ENGINEERING,PLLC Deficiency Data Management MH Professional Engineering believes that the foundation of a successful commissioning project is the effective and efficient management of deficiencies identified by the Commissioning Provider. Our approach through the management,reporting and contractor correction response protocols provides the highest degree of quality and accountability. The deficiencies are managed in a database with customized reports designed to display critical information pertinent to project team members. The deficiency reports are available for review by the project team and can be easily integrated into the project management and punchlist software utilized by the CM. MH Professional Engineering has developed its deficiency management system to allow for maximum flexibility in presentation and distribution of data. Through our many years of commissioning experience, we have evolved user-friendly reports that clearly and succinctly present our commissioning findings and results to the project team. Status Reports MH Professional Engineering will provide on a timely basis a Commissioning Status Report that provides the following information: ➢ Commissioning Progress to Date: Includes a list of equipment and systems recently inspected and tested. ➢ Upcoming Commissioning Activities: Includes a list of upcoming equipment and systems to be inspected or tested. ➢ Critical Items: Includes a list of issues regarding scheduling, inspection or testing results and any other issues that need to be brought to the attention of the team. ➢ Summary of Deficiencies: A table that summarizes the current open and deficiency log. Scope of Services Project Description MH Professional Engineering will provide Commissioning Authority Services of the new systems in accordance with ASHRAE Guideline 0-2005, The Commissioning Process. Systems to be Commissioned Commissioning Authority Services MH Professional Engineering,PLLC 5 Corporate Drive Bielecki Building Clifton Park,NY 12065 518-280-6522 PROFESSIONAL ENGINEERING.PLLC MH Professional Engineering will provide commissioning services for the following equipment and systems as detailed in the drawings and specifications delivered by Ethan P. Hall on 2/11/2019. ➢ Entire HVAC System ➢ Entire Lighting Systems ➢ Entire Plumbing System ➢ Electrical System as it relates to the HVAC, Lighting and Plumbing Systems ➢ Fire Alarm System as it relates to the HVAC system Construction Phase ➢ Review Design Documentation and record comments ➢ Prepare a commissioning plan ➢ Prepare a commissioning schedule ➢ Coordinate and direct commissioning activities in a logical, sequential and efficient manner ➢ Prepare and distribute equipment certification forms,pre-functional inspection checklist and functional performance testing forms ➢ Inspect installation to observe quality of work and review conformance with the commissioning requirements ➢ Maintain deficiency logs ➢ Witness equipment startup and system tests Acceptance Phase ➢ Verify TAB Reports ➢ Verify control component calibration ➢ Verify equipment performance ➢ Witness functional testing of equipment and systems ➢ Optimize system setting during functional testing ➢ Perform deferred functional performance testing ➢ Review Operation and Maintenance Manuals ➢ Review As-Built Drawings ➢ Prepare a detailed commissioning report Warranty Phase ➢ Perform deferred functional performance testing Commissioning Authority Services ME!Professional Engineering,PLLC 5 Corporate Drive Bielecki Building Clifton Park,NY 12065 518-280-6522 PROFESSIONAL ENGINEERING,PLLC Proposal Structure and Professional Fee This proposal details our proven and successful project approach and the scope of services. In addition, it details our extensive experience in providing commissioning services,the expertise of our key personnel, our proposed organizational approach to providing these valuable services, and our methodologies and processes for implementing the scope of work. The professional fees for our commissioning services are: Construction/Acceptance/Warranty Phase: $ 10,700 (Ten thousand seven hundred dollars) Commissioning Authority Services MH Professional Engineering,PLLC 5 Corporate Drive Bielecki Building Clifton Park,NY 12065 518-280-6522 Shipper Report Page 1 of 7 .. Shipper Report FILE COPY Job ( FO #) : 22106 Current Date: 10/29/2018 Job Date 10/23/2018 Project: 400243 BIELECKI BLDG #1 Drafter: BJC Customer: ALLIED STEEL BUILDINGS Change Order Ship To: QUEENSBURY, NY. RIGID & ENDWALL FRAME MEMBERS Qtv Special Mark Length Color Old Part Description Pitch Weight 1 RF1-2 28'- 0 1/4 " GP RGDFRM RF MEMBER 654.8000 1 RF1-3 28'- 0 1/4 " GP RGDFRM RF MEMBER 654.8000 1 RF3-2 28'-0 1/4 " GP RGDFRM RF MEMBER 654.8000 1 RF3-3 28'- 0 1/4 " GP RGDFRM RF MEMBER 654.8000 7 RF2-3 27'-11 11/16" GP RGDFRM RF MEMBER 5,135.2000 7 RF2-2 27'- 7 1/2 " GP RGDFRM RF MEMBER 4,895.1000 1 RF1-1 19'- 5 3/16" GP RGDFRM RF MEMBER 555.9000 1 RF1-4 19'- 5 3/16" GP RGDFRM RF MEMBER 555.9000 1 RF3-1 19'- 5 3/16" GP RGDFRM RF MEMBER 555.9000 1 RF3-4 19'- 5 3/16" GP RGDFRM RF MEMBER 555.9000 7 RF2-1 19'- 5 1/4 " GP RGDFRM RF MEMBER 4,155.2000 7 RF2-4 19'- 5 1/4 " GP RGDFRM RF MEMBER 4,720.8000 2 EB-2 2'- 1 1/2 " GP W8X10 W BEAM 60.6000 12 EB-3 2'- 1 1/2 " GP W8X10 W BEAM 439.2000 2 EB-4 2'- 1 1/2 " GP W8X10 W BEAM 60.6000 2 EB-5 2'- 1 1/2 " GP W8X10 W BEAM 73.2000 1 WF-2 15'-6 3/16" GP W8X18 W BEAM 279.2812 2 WF-1 18'-10" GP W10X22 W BEAM 828.6667 Sub Total Weight 25,490.65 Totals: 25,490.65 Ir © D W .. 0 JAN 2 2 2019 TOWN OF QUEENSBURY BUILDING&CODES 309.9-2-6 CC-0026-2019 Bielecki, Boguslaw 120 Luzerne Rd, Bldg 1 New Commercial 24,110 s.f. http://www.corlecomponents.com/admin/Reports/Job ShipperReport.aspx?JobID=8 855 10/29/2018 Shipper Report Page 2 of 7 Job ( FO #) : 22106 SECONDARY FRAMING Otv Special Mark Length Color Old Part Description Pitch Weight 1 RAKC8 20'-0" GV 8X30C16 RAKE C, 8" 59.8000 2 E-6 18'- 5 1/2 " GV 8X35EX16 Extension EAVE STRUT, 8"xl6ga 2.00" 122.1942 2 E-8 18'- 5 1/2 " GV 8X35EX16 Extension EAVE STRUT, 8"xl6ga 2.00" 122.1942 9 E-7 18'- 2 1/2 " GV 8X35EX16 Extension EAVE STRUT, 8"xl6ga 2.00" 542.4262 1 E-9 18'-2 1/2 " GV 8X35EX16 Extension EAVE STRUT, 8"xl6ga 2.00" 60.2696 1 E-10 18'- 2 1/2 " GV 8X35EX16 Extension EAVE STRUT, 8"xl6ga 2.00" 60.2696 1 E-11 18'- 2 1/2 " GV 8X35EX16 Extension EAVE STRUT, 8"x16ga 2.00" 60.2696 9 E-2 18'- 2 1/2 " GV 8X35EX12 Extension EAVE STRUT, 8"xl2ga 2.00" 917.7000 1 E-3 18'- 2 1/2 " GV 8X35EX12 Extension EAVE STRUT, 8"xl2ga 2.00" 101.9667 1 E-4 18'-2 1/2 " GV 8X35EX12 Extension EAVE STRUT, 8"x12ga 2.00" 101.9667 1 E-5 18'-2 1/2 " GV 8X35EX12 Extension EAVE STRUT, 8"x12ga 2.00" 101.9667 4 E-1 17'-0 1/2 " GV 8X35EX12 Extension EAVE STRUT, 8"xl2ga 2.00" 381.7333 4 E-12 10 1/2 " GV 8X35EX12 Extension EAVE STRUT, 8"xl2ga 2.00" 19.6000 12 BASC8 20'-0" GV 8X35C16 CLOSED C, 8"xl6ga 794.4000 16 DJ-1 13'-4 3/4 " GV 8X35C16 CLOSED C, 8"xl6ga 709.4433 4 DH-1 12'-0" GV 8X35C16 CLOSED C, 8"xl6ga 158.8800 4 DH-3 8'-0" GV 8X35C16 CLOSED C, 8"x16ga 105.9200 16 DJ-2 7'-4 3/4 " GV 8X35C16 CLOSED C, 8"xl6ga 391.6833 16 JB-1 5'-9 3/4 " GV 8X35C16 CLOSED C, 8"xl6ga 307.8300 Sub Total Weight 5,120.51 18 G-4 21'- 0 1/2 " GV 8X25Z16 Z CHANNEL, 8"xl6ga 1,132.4625 3 G-2 19'-10 1/2 " GV 8X25Z16 Z CHANNEL, 8"xl6ga 178.2788 3 G-10 19'-10 1/2 " GV 8X25Z16 Z CHANNEL, 8"xl6ga 178.2788 1 G-6 10'-3" GV 8X25Z16 Z CHANNEL, 8"xl6ga 30.6475 1 G-8 10'-3" GV 8X25Z16 Z CHANNEL, 8"xl6ga 30.6475 1 G-3 9'- 3" GV 8X25Z16 Z CHANNEL, 8"xl6ga 27.6575 1 G-9 9'- 3" GV 8X25Z16 Z CHANNEL, 8"xl6ga 27.6575 1 G-7 8'-10 1/2 " GV 8X25Z16 Z CHANNEL, 8"xl6ga 26.5363 1 G-1 5'- 5" GV 8X25Z16 Z CHANNEL, 8"xl6ga 16.1958 1 G-11 5'- 5" GV 8X25Z16 Z CHANNEL, 8"xl6ga 16.1958 2 G-5 3'- 1 1/2" GV 8X25Z16 Z CHANNEL, 8"x16ga 18.6875 12 P-2 24'-0 1/2 " GV 8X25Z14 Z CHANNEL, 8"xl4ga 992.4400 12 P-4 24'- 0 1/2 " GV 8X25Z14 Z CHANNEL, 8"xl4ga 992.4400 48 P-3 23'- 0 1/2 " GV 8X25Z14 Z CHANNEL, 8"x14ga 3,804.6400 12 P-1 21'-10 1/2" GV 8X25Z12 Z CHANNEL, 8"x12ga 1,323.0000 12 P-5 21'-10 1/2 " GV 8X25Z12 Z CHANNEL, 8"xl2ga 1,323.0000 Sub Total Weight 10,118.77 15 LPA-1A 20'-0" GV LPA-1A LINER PANEL ANG, LO SIDE 2.00" 660.0000 Sub Total Weight 660.00 Totals: 15,899.28 http://www.corlecomponents.com/admin/Reports/Job_ShipperReport.aspx?JobID=8855 10/29/2018 Shipper Report Page 3 of 7 Job ( FO #) : 22106 R AND A PANELS Otv Special Mark Length Color Old Part Description Pitch Weight 100 SF-1 9 3/4" 13 R-26 R PANEL, 26ga 226.6875 16 SS-2 7'-11 1/2 " 13 R-26 R PANEL, 26ga 355.2600 84 SS-1 20'- 1" 13 R-26 R PANEL, 26ga 4,706.7300 150 RS-1 31'-6" 01 24CSL 24 SL ROOF, 24"x24ga 11,340.0000 Totals: 16,628.68 http://www.corlecomponents.com/admin/Reports/Job ShipperReport.aspx?JobID=885 5 10/29/2018 Shipper Report Page 4 of 7 Job ( FO #) : 22106 TRIM Qtv Special Mark Length Color Old Part Description Pitch Weight 9 16'- 3" 13 IEF5B J TRIM 57.6000 19 16'- 3" 13 2IEF5BX J TRIM, SOFFIT, LOW EAVE 2.00" 121.4100 14 16'- 3" 10 IOBT BASE TRIM, STD 89.6000 8 16'- 3" 10 IWF5D DRIP CAP 90.0000 4 8'- 6" 10 DU8C08 JAMB COVER, 8" 31.2760 20 12'-6" 10 DU8C12 JAMB COVER, 8" 229.7800 19 16'- 3" 10 2ECB275L EAVE STRUT COVER BOTTOM, LOW 2.00" 141.7400 EAVE 19 16'- 3" 10 2ECT781L EAVE STRUT COVER TOP, LOW 2.00" 283.6700 EAVE 24 16'- 3" 10 IEF5B J TRIM 153.6000 8 9 3/4 10 SS-RC RAKE CLOS, SS 1.8400 1 16'- 3" 10 BCG500 RAKE COVER BOTTOM, EAVE 14.9300 EXTENSION 1 16'- 3" 10 SS-R1 RAKE TRIM, SS 22.4300 8 16'-3" 01 SS-PRCA RAKE CLEAT 36.6400 8 16'-3" 01 SS-FLONA TRANS FLASH, SS, FLT ON MOD 51.2000 1 16'- 3" 01 2URCS RIDGE CAP, UNIVERSAL 2.00" 22.3900 7 20'- 3" 01 2URCS-2 RIDGE CAP, UNIVERSAL 2.00" 195.3000 2 3 1/8 01 2RIDCLOS RC END CLOS, UNIV 2.00" 0.3200 Totals: 1,543.73 http://www.corlecomp onents.com/admin/Reports/Job_ShipperReport.aspx?JobID=8 8 5 5 10/29/2018 Shipper Report Page 5 of 7 Job ( FO #) : 22106 HARDWARE Otv Special Mark Length Color Old Part Description Pitch Weight 8 BRC1 4" GV 050062 CABLE BRACER 1, 1/2" 8.0000 8 BRC2 4" GV 075087 CABLE BRACER 2, 3/4" 16.0000 111 SPFBC3 3" GV SPFBC3 FLANGE BRACE ANGLE CLIP 137.6400 4 BRC3 4" GV 100125 CABLE BRACER 3, 1" 8.0000 1,008 1 1/4" NC H50X125 HARD BOLT, 1/2"x1-1/4" 179.4240 8 1 3/4 " NC H75X175 HARD BOLT, 3/4"x1-3/4" 4.4240 80 2" NC H75X200 HARD BOLT, 3/4"x2" 46.7200 70 2 1/2 " NC H100X250 HARD BOLT, 1"x2-1/2" 91.0000 110 2 3/4 " NC H100X275 HARD BOLT, 1"x2-3/4" 148.5000 16 3 3/4 " NC H100X375 HARD BOLT, 1"x3-3/4" 25.1200 231 1" NC M50X100 MILD BOLT, 1/2"xl" 27.2580 150 SSM 2'- 0" GV BP-24A BACKUP PLATE, SS, 24" 451.5000 4 CB-3 22'-0 1/8 " NC CABLE250 CABLE, 1/4" 14.7030 4 CB-2 20'-11" NC CABLE375 CABLE, 3/8" 21.0003 2 CB-1 23'- 6 15/16" NC CABLE500 CABLE, 1/2" 16.2218 8 1/2EYE 10 13/16" NC 1/2-13X9 EYE BOLT, 1/2" 16.0000 8 3/4EYE 11 3/8 " NC 3/4-10X9 EYE BOLT, 3/4" 21.0400 4 1EYE 11 3/8 " NC 1-8X9 EYE BOLT, 1" 13.0000 102 3'- 0" NC R_IS_CL FOAM CLOSURE, IS, R 4.0800 100 3'- 0" NC R_OS_CL FOAM CLOSURE, OS, R 4.0000 2,605 FST#1 1" 01 FST#1 FASTENER 1 26.0500 80 FST#12 1" 01 FST#12 FASTENER 12 0.8000 590 FST#14 1 1/8 " 10 FST#14 FASTENER 14 1.7700 5 FST#2A 3/4" 10 FST#2A FASTENER 2A 0.1400 55 FST#2A 3/4 " 01 FST#2A FASTENER 2A 1.5400 1,490 FST#4 7/8 " 13 FST#4 FASTENER 4 29.8000 730 FST#4 7/8 " 01 FST#4 FASTENER 4 14.6000 590 FST#4 7/8 " 10 FST#4 FASTENER 4 11.8000 85 FST#5 1 1/4" 01 FST#5 FASTENER 5 1.7000 2 PFS2 8" GP PFS2 PORT FR STUB, W8x18 24.0000 14 FB11A 2'-11 1/8 " GV L15X1/8 FLANGE BRACE ANG, 1.5"x1/8" 52.0435 14 FB12A 2'-11 1/4 " GV L15X1/8 FLANGE BRACE ANG, 1.5"x1/8" 52.2287 14 FB13A 2'-11 5/8 " GV L15X1/8 FLANGE BRACE ANG, 1.5"x1/8" 52.7844 4 FB1A 1'-4 1/4" GV L15X1/8 FLANGE BRACE ANG, 1.5"x1/8" 6.8792 14 FB2A 1'- 7 1/4 " GV L15X1/8 FLANGE BRACE ANG, 1.5"x1/8" 28.5221 4 FB3A 1'-8 1/8 " GV L15X1/8 FLANGE BRACE ANG, 1.5"x1/8" 8.5196 14 FB4A 1'-9 1/8 " GV L15X1/8 FLANGE BRACE ANG, 1.5"x1/8" 31.3002 7 FB7A 2'-8" GV L15X1/8 FLANGE BRACE ANG, 1.5"x1/8" 23.7067 7 FB8A 2'- 8 1/8" GV L15X1/8 FLANGE BRACE ANG, 1.5"x1/8" 23.7993 4 FB10B 2'-9 1/2 " GV L20X3/16 FLANGE BRACE ANG, 2"x3/16" 27.2467 4 FB5B 1'-9 1/4" GV L20X3/16 FLANGE BRACE ANG, 2"x3/16" 17.2833 7 FB6B 2'- 7 7/8 " GV L20X3/16 FLANGE BRACE ANG, 2"x3/16" 45.3687 4 FB9B 2'-8 3/8 " GV L20X3/16 FLANGE BRACE ANG, 2"x3/16" 26.3317 158 SSM 4 5/8 " 01 M-SSISCL METAL INSIDE CLOSURE, SS 34.7600 112 fl 5 1/2 " GV JC8 8"3B/8" GIRT CLIP 75.0400 16 el 6" GV IC DR JB/ES CLIP 16.6400 328 SSM 4" NC 95-9Z MINOR RIB TAPE 19.6800 http://wwvv.corlecomponents.com/admin/Reports/Job ShipperReport.aspx?JobID=8 8 5 5 10/29/2018 Shipper Report Page 6 of 7 1 SSM 11" NC SeamMnI CSL MANUAL 0.2500 46 SSM 50'- 0" NC 95-9T1 MASTIC TAPE, 1"x50' 202.4000 153 SSM 2'- 0" 01 24SSOSCL OS METAL CLOSURE, SS 24" 123.9300 1 BAND 1'- 0" BK P311V BANDING, 3/4"x1300' 85.0000 1 GAL-TU 0 GP GAL-TU GRAY PRIMER, GAL 10.0000 2 NC PEAK ALLIED STEEL BUILDINGS PEAK 1.0000 SIGN 1,064 HW2124 4 3/8 " GV HW2124 SL ROOF CLIP, HIGH FLOATING 723.5200 555 SD150 1 1/2 " 10 SD150 SELF DRILL, 1.50" 11.1000 2,710 SD150 1 1/2 " 01 SD150 SELF DRILL, 1.50" 54.2000 2,745 SD200 2" 13 SD200 SELF DRILL, 2" 68.6250 8 8" NC BRG-2580 STRAND GRIP, 1/4" 3.2000 8 8" NC BRG-2583 STRAND GRIP, 3/8" 8.6400 4 8" NC BRG-2585 STRAND GRIP, 1/2" 9.8000 1 SP-TU 0 13 SP-TU TOUCHUP SPRAY 1.0000 1 SP-TU 0 10 SP-TU TOUCHUP SPRAY 1.0000 2,900 TEK1 1" 01 TEK1 TEK SCREW 29.0000 514 TEK5 1 1/4 " 01 TEK5 TEK SCREW 5.6540 1,064 THSP1" 1'-11 7/8 " NC THSP1" THERMAL SPACER, 1" 95.7600 2 GP WP-6 WASHER PLATE, 6 5.8640 Totals: 3,347.91 http://www.corlecomponents.com/admin/Reports/Job_ShipperReport.aspx?JobID=8 8 5 5 10/29/2018 Shipper Report Page 7 of 7 Job ( FO #) : 22106 SPECIAL PARTS Otv Special Mark Length Color Old Part Description Pitch Weight 38 SSM 8'- 0" GV EP-HIGH EAVE PLATE, SS HIGH 310.0800 30 ANG42 20'-0" GV ANG42 COLDFORM ANG, 4"x2", 16ga 774.0000 8 ANG64 20'-0" GV ANG64 COLDFORM ANG, 6"x4", 16ga 352.0000 8 SSM 20'-0" GV RS-HIGH RAKE SUPPORT, SS, HIGH 320.2320 Totals: 1,756.31 Grand Totals: 64,666.55 http://www.corlecomponents.com/admin/Reports/Job_ShipperReport.aspx?JobID=8 85 5 10/29/2018 CONSTRUCTION TECHNOLOGY C,c_-- o° z'‘C\ INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax: (518)399-1913 CLIENT: MR.BOSUSLAW BIELECKI REPORT NUMBER: 1 :PAGE#: 1 282 GLENS STREET INSPECTION DATE: 06/28/19 GLENS FALLS,NEW YOR 12081 OUR FILE NUMBER: 1684.001 FIELD INSPECTOR: DAVE CASAW ATTN: MR.BOSUSLAW BIELECKI PROJECT:WAREHOUSE FACILITY:120 LUZERNE ROAD,QUEENSBURY,NY SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 18814 12.2 111.1 SAND,medium/fine;trace fine Gravel;trace Silt/Clay ONSITE SAND 18815 11.3 128.8 RUBBLE sized as GRAVEL,fine;and m/c Sand;trace Sift/Clay ONSITE RUBBLE FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOOTING SUBGRADE COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 18814 FINISH GRADE BUILDING#1:FOOTING SUBGRADE:C/1 6.4% 109.9 98.9% 2 18814 FINISH GRADE BUILDING#1:FOOTING SUBGRADE:B/5 7.2% 109.9 98.9% 3 18814 FINISH GRADE BUILDING#1:FOOTING SUBGRADE:B/8.5 8.8% 106.5 95.9 4 18815 FINISH GRADE BUILDING#1:FOOTING SUBGRADE:A.2/9 10.9% 122.5 95.1% 5 18815 FINISH GRADE BUILDING#1:FOOTING SUBGRADE:C/12 15.0% 122.9 95.4% 6 18815 FINISH GRADE BUILDING#1:FOOTING SUBGRADE:A.02/12 11.0% 123.0 95.5% 7 18814 FINISH GRADE BUILDING#1:FOOTING SUBGRADE:A/8 13.3% 109.0 98.1 % 8 18814 FINISH GRADE BUILDING#1:FOOTING SUBGRADE:N2 9.3% 108.7 97.8% 9 18814 FINISH GRADE BUILDING#1:FOOTING SUBGRADE:A.02/SW CORNER 6.9% 106.3 95.7% 10 18814 FINISH GRADE BUILDING#1:FOOTING SUBGRADE:C/SE CORNER 3.8% 105.8 95.2% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.0-6938=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4 4: 4. FG =FINISH GRADE �' 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: MR.BOSUSLAW BIELECKI REPORT NUMBER: 2 :PAGE#: 1 282 GLENS STREET INSPECTION DATE: 06/28/19 GLENS FALLS,NEW YOR 12081 OUR FILE NUMBER: 1684.001 FIELD INSPECTOR: DAVE CASAW ATT'N: MR.BOSUSLAW BIELECKI PROJECT:WAREHOUSE FACILITY:120 LUZERNE ROAD,OUEENSBURY,NY SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 18814 12.2 111.1 SAND,medium/fine;trace fine Gravel;trace Silt/Clay ONSITE SAND 18815 11.3 128.8 RUBBLE sized as GRAVEL,fine;and m/c Sand;trace Silt/Clay ONSITE RUBBLE FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOOTING SUBGRADE COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 18814 FINISH GRADE BUILDING#2:FOOTING SUBGRADE:A.02/1 6.9% 108.2 97.4% 2 18814 FINISH GRADE BUILDING#2:FOOTING SUBGRADE:A/2 6.6% 107.1 96.4% 3 18814 FINISH GRADE BUILDING#2:FOOTING SUBGRADE:A/7 5.8% 106.3 95.7% 4 18815 FINISH GRADE BUILDING#2:FOOTING SUBGRADE:A.02/9 14.1 % 124.8 96.9% 5 18815 FINISH GRADE BUILDING#2:FOOTING SUBGRADE:A.02/12 15.3% 125.2 97.2% 6 18815 FINISH GRADE BUILDING#2:FOOTING SUBGRADE:C/9 13.5% 125.0 97.0% 7 18814 FINISH GRADE BUILDING#2:FOOTING SUBGRADE:B/5 12.2% 106.9 96.2% 8 18814 FINISH GRADE BUILDING#2:FOOTING SUBGRADE:B/2 9.1 % 108.8 97.9% 9 18814 FINISH GRADE BUILDING#2:FOOTING SUBGRADE:C/SE CORNER 2.1 % 108.7 97.8% 10 18814 FINISH GRADE BUILDING#2:FOOTING SUBGRADE:A.02/SW CORNER 2.7% 106.0 95.4% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-6938=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES , CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: MR.BOSUSLAW BIELECKI REPORT DATE: 06.2619 282 GLENS STREET SAMPLE NUMBER: 18815 GLENS FAILS,NEW YORK 12081 OUR FILE NUMBER 1684.001 LAB TECHNK:IAN: BOB BEHAN ATT'N: MR.BOSUSI.AW BIELECKI PROJECT: WAREHOUSE FACILITY: 120 LUZERNE ROAD,QUEENSBURY,NY REPORT OF MOISTURE I DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: ONSITE MATERIAL:SAMPLE#2:RUBBLE MATERIAL DESCRIPTION: RUBBI.ED MATERIALS sized as GRAVEL,fine;and medium.coarse Sand:trace Silt Clay PROCTOR METHOD: ASTM D-I557:MODIFIED EFFORT GRADATION METHOD: ASTM D-1140/D-422:WASHED +3:4"CORRECTION: 128.8 PCF ZERO AIR VOIDS CURVE: 2.70 SPECIFIC GRAVITY MAXIMUM DENSITY 123.1 PCF OPTIMUM MOISTURE 11.3°o 128 - 127 ± ' -+- - - 4-- --1 GRADATION - - :,IE:'VE PERCENT SPECTFIC•ATION ' SIZE PASSING ALU AVANCZ; 126 I _ 1 4" T 3„ 125 I t 2 12 MEM - S i. '-t- 2" 100.0 z 124 + + -iu i- 11/2" G - C II- 1" 95.0 re 123 f y �k 3/4" 83.7 t- f - U2" 64.9 O 122 ! ' V- -.111N 3/8" 55.3 C) I/4" 44.9 in 121 I #4 40.6 IX II . 1;8" au 120 - _, a #8 30.7 0 i -+-_ I , #10 z 119 1 +--i 1 #16 23.0 0 i E . -------4-- - a. #20 118 1 iI #30 16.1 1 ' f #40 13.5 117 ! Y I 050 10.9 -+-.. . 4- , I I #60 116 I — #80 ; #100 7.0 115 ---- 1 I I - 1 1 #140 7 8 9 10 11 12 13 14 15 #200 5.6 MOISTURE CONTENT:::PERCENT DRY WEIGHT REPORT DISTRIBITTION: lP GENERAL NOTES: Respectfully, - 1: CONSTRUCTION TECHNOLOGY 2: p 3: Z..f 1.aalsa 4: TOM JOSLIN,S.E.T.,(NIC'ETl 5: MANAGER TECIINICAI,SERVICE'S CONSTRUCTION TECHNOLOGY INSPECTION& TESTING DIVISION, P.D.& T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: MR.BOSUSLAW BIELECKI REPORT DATE: 06 25.19 282 GLENS STREET SAMPLE NUMBER: 18814 GLENS FALIS,NEW YORK 12081 OUR FII,E NUMBER: 1684.001 LAB TECHNICIAN: BOB BEHAN ATT'N: MR.BOSUSI.AW BIF,LECKI PROJECT: WAREHOUSE FACILITY: 120 LUZERNE ROAD,QUEENSBURY,NY REPORT OF MOISTURE/DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: ONSITE MATERIAL:SAMPLE#1:SAND MATERIAL DESCRIPTION: SAND,medium Snc;trace Line Gravel;trace Silt'Clay PROCTOR MF 1•HOD: ASTM D-1557:MODIFIED EFFORT GRADATION MEEHOD: ASTM D-1140:D-422:WASHED ZERO AIR VOIDS CURVE: 2.43 SPECIFIC GRAVITY MAXIMUM DENSITY 111.1 PCF OPTIMUM MOISTURE 12.2°° 116 • + _t_ t_ • • t-.+- 1 j i r fi 115 1 i -i- --+__ a GRADATION 1 ( -__ _ . -_ __ , SIEVE PERCENT SPECIFICATION ---- - ._ + 1 sl PASSING v,le 1w.aN1 E 114 -- �� — 3" 113 - --_ i -T-- i • 2 1,2" _ -- 1 — - -} - - t .—� 2" z 112 _1- 1 1 tit 0 ! - l lit" } — -- 1 1 i - I 1 1" Q 111 1 I 1 I 3:4" 100.0 I- - _ f 1.'2" 99.2 O 110 �� • - - - 1 f t -&-- i L_ I 4 1.4" 98.7 E 109 4 + + - #4 98.1 r _ i + 1,8" 0.w 108 i �—i - #8 92.4 rn ---+— 1• _ I -L- n a ` - _t 10 107 1 • 1 ! #16 75.9 O 1 +- #20 106 #30 41.4 Th iTh1 ff 1(x) 3.4 103 -i--_ L-1 - ! . #140 8 9 10 11 12 13 14 15 16 #200 1.6 MOISTURE CONTENT:::PERCENT DRY WEIGHT REPORT DISTRIBUTION: GENERAL NOTES: r Respectfully, I: CONSTRI:'(TION TECHNOLOGY 2: 3: '�.un.69eulier 4: TOM JOSLIN,S.F,.T.,(NICET) 5: MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: MR.BOGUSLAW BIELECKI REPORT NUMBER: 1 :PAGE#: 1 282 GLENS STREET INSPECTION DATE: 07/11/19 GLENS FALLS,NEW YOR 12081 OUR FILE NUMBER: 1684.001 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.BOGUSLAW BIELECKI AMBIENT WEATHER: 80's:P.CLOUDY PROJECT: WAREHOUSE FACILITY:120 LUZERNE ROAD,QUEENSBURY,NY OUR FILE LOCATION: 193093 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:A.02/1-SW CORNER-A.3 PLACEMENT LOCATION OF LOAD# 2: FOOTING:A.3/S WALL-C/S WLL;SE CORNER-C/1 PLACEMENT LOCATION OF LOAD# 3: FOOTING:A/1-B/1 DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4913/ 832870 4923 / 832871 4908 / 832872 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED/ARRIVED: 11.30/ 11.45 11.35 / 11.50 11.50 / 12.05 TIME PLACEMENT BEGAN/ENDED: 11.50/ 12.15 12.05 / 12.30 12.35 / 1.00 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.75 0.92 1.17 SLUMP ON ARRIVAL (INCHES) 6.50 6.00 6.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 6.50 6.00 6.25 PLACEMENT SLUMP(INCH) (SPEC: - 5.00) ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC - ) 146.32 CONCRETE TEMP. (F) (SPEC 45 - 90) 83 84 84 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 193093- 193098 DISCREPANCIES&REMARKS: CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3500 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 07/12/19 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 193093 07/18/19 7 41,350 3290 COARSE AGGREGATE#2: LBS. 193094 07/18/19 7 43,100 3430 COARSE AGGREGATE#3: LBS. 193095 08/08/19 28 FINE AGGREGATE: LBS. 193096 08/08/19 28 ADMIXTURE#1: OZS. 193097 08/08/19 28 ADMIXTURE#2: OZS. 193098 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY rT�w�r!`r TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: MR.BOGUSLAW BIELECKI REPORT NUMBER: 1 :PAGE#:2 282 GLENS STREET INSPECTION DATE: 07/11/19 GLENS FALLS,NEW YOR 12081 OUR FILE NUMBER: 1684.001 INSPECTOR&TEST SET: DAVE CASAW #5 ATTN: MR.BOGUSLAW BIELECKI AMBIENT WEATHER: 80's:P.CLOUDY PROJECT: WAREHOUSE FACILITY:120 LUZERNE ROAD,OUEENSBURY,NY OUR FILE LOCATION: 193099 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: FOOTING:A/1-A/4.5 PLACEMENT LOCATION OF LOAD# 5: FOOTING:N4.5-A/9 PLACEMENT LOCATION OF LOAD# 6: FOOTING:B/1-8/4.5 DELIVERED LOAD NUMBER: 4 5 6 TRUCK NUMBER/TICKET NUMBER: 4598/ 832873 4910 / 832874 4904 / 832875 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 11.00 / 55.00 11.00 / 66.00 TIME CONC. BATCHED/ARRIVED: 12.20/ 12.30 12.40 / 12.54 1.00 / 1.10 TIME PLACEMENT BEGAN/ENDED: 12.57/ 1.17 1.19 / 1.35 1.18 / 1.32 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.95 0.92 0.53 SLUMP ON ARRIVAL (INCHES) 7.00 6.50 6.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 7.00 6.50 6.25 PLACEMENT SLUMP(INCH) (SPEC: - 5.00) ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.60 UNIT WEIGHT (PCF) (SPEC: - ) 149.84 CONCRETE TEMP. (F) (SPEC 45 - 90) 84 84 84 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 193099 - 193104 DISCREPANCIES&REMARKS: CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. UNLESS NOTED ALL TESTING SAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLNDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3500 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLNDERS RECEIVED: 07/12/19 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 193099 07/18/19 7 52,250 4160 COARSE AGGREGATE#2: LBS. 193100 07/18/19 7 51,650 4110 COARSE AGGREGATE#3: LBS. 193101 08/08/19 28 FINE AGGREGATE: LBS. 193102 08/08/19 28 ADMIXTURE#1: OZS. 193103 08/08/19 28 ADMIXTURE#2: OZS. 193104 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY o`lr�ira:'i TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: MR.BOGUSLAW BIELECKI REPORT NUMBER: 1 :PAGE#:3 282 GLENS STREET INSPECTION DATE: 07/11/19 GLENS FALLS,NEW YOR 12081 OUR FILE NUMBER: 1684.001 INSPECTOR&TEST SET: DAVE CASAW #5 ATTN: MR.BOGUSLAW BIELECKI AMBIENT WEATHER: 80's:P.CLOUDY PROJECT: WAREHOUSE FACILITY:120 LUZERNE ROAD,QUEENSBURY,NY OUR FILE LOCATION: 193105 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 7: FOOTING:B/4.5-B/9 PLACEMENT LOCATION OF LOAD# 8: FOOTING:A.02/9-A.3/9 PLACEMENT LOCATION OF LOAD# 9: FOOTING:A.3/9-C/9 DELIVERED LOAD NUMBER: 7 8 9 TRUCK NUMBER/TICKET NUMBER: 4913/ 832876 4923 / 832877 4905 / 832883 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 77.00 11.00 / 88.00 11.00 / 99.00 TIME CONC. BATCHED/ARRIVED: 1.20/ 1.30 1.25 / 1.35 1.35 / 1.45 TIME PLACEMENT BEGAN/ENDED: 1.35/ 1.50 1.52 / 2.08 2.10 / 2.35 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.50 0.72 1.00 SLUMP ON ARRIVAL (INCHES) 6.50 6.00 5.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 6.50 6.00 5.50 PLACEMENT SLUMP(INCH) (SPEC: - 5.00) ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.60 UNIT WEIGHT (PCF) (SPEC - ) 147.26 CONCRETE TEMP_ (F) (SPEC 45 - 90) 84 84 84 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 193105 - 193110 DISCREPANCIES&REMARKS: CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3500 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYUNDERS RECEIVED: 07/12/19 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 193105 07/18/19 7 46,600 3710 COARSE AGGREGATE#2: LBS. 193106 07/18/19 7 44,850 3570 COARSE AGGREGATE#3: LBS. 193107 08/08/19 28 FINE AGGREGATE: LBS. 193108 08/08/19 28 ADMIXTURE#1: OZS. 193109 08/08/19 28 ADMIXTURE#2: OZS. 193110 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY r/Y�.IfIM TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: MR.BOGUSLAW BIELECKI REPORT NUMBER: 1 :PAGE#:4 282 GLENS STREET INSPECTION DATE: 07/11/19 GLENS FALLS,NEW YOR 12081 OUR FILE NUMBER: 1684.001 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.BOGUSLAW BIELECKI AMBIENT WEATHER: 80's:P.CLOUDY PROJECT: WAREHOUSE FACILITY:120 LUZERNE ROAD,OUEENSBURY,NY OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 10: FOOTING:C/9-C/12 PLACEMENT LOCATION OF LOAD# 11 : FOOTING:C/12-A.5/12 PLACEMENT LOCATION OF LOAD# 12: FOOTING:A.5/12-A/12 DELIVERED LOAD NUMBER: 10 11 12 TRUCK NUMBER/TICKET NUMBER: 4908/ 832884 / 832885 4598 / 832886 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 110.00 11.00 / 121.00 11.00 / 132.00 TIME CONC. BATCHED/ARRIVED: 1.45/ 1.55 2.04 / 2.16 2.15 / 2.30 TIME PLACEMENT BEGAN/ENDED: 2.36/ 2.50 2.50 / 3.00 3.01 / 3.15 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.08 0.93 1.00 SLUMP ON ARRIVAL (INCHES) 6.25 6.50 6.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 6.25 6.50 6.25 PLACEMENT SLUMP(INCH) (SPEC: - 5.00) ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) UNIT WEIGHT (PCF) (SPEC - ) CONCRETE TEMP_ (F) (SPEC 45 - 90) 85 85 85 NUMBER OF TEST SPECIMEN CAST LAB CYLINDER CONTROL NUMBERS DISCREPANCIES&REMARKS: CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3500 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 07/12/19 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE: LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY dM�If!!I TOM JOSLIN.S.E.T. (NICET) MANAGER TECHNICAL SVCS.