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CC-000395-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: CC-000395-2017 Date Issued: Wednesday, January 17, 2018 This is to certify that work requested to be done as shown by Permit Number CC-000395-2017 has been completed. Tax Map Number: 266.3-1-11 Location: 977 State Rte 149 Owner: Stewart's Shops Corp. Applicant: Stewart's Shops Corp. This structure may be occupied as a: Commercial New 3695 s.f. Stewart's; Cross Ref. Z-AV-26-2017;P-SP-30-2017, ZBA Approved w/the following By Order of Town Board conditions:a) provide a fence &planting to isolate neighbor to the west per TOWN OF QUEENSBURY Planning Board;b)bias the lighting to east so there is minimal lighting heading to west towards the neighbor;c)signage to eliminate parking&protect neighboring properties of Stewarts. Issuance of this Certificate of Occupancy DOES NOT relieve the C- )J4A--- property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. Office Use Only CC ' M15_ ���" PRINCIPLE STRUCTURE PERMIT Permit#: APPLICATION Permit Fee:$ 8� 5 Town ofQ—wer bur, *Rec Fee:$ � 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Invoice#: 2.00q Project Location: 977 State Route 149 Tax Map ID#: 266.03-1-11 Subdivision Name: *TOWN BD.RESOLUTION 86-2013: $850 recreation fee for new dwelling units: single family,duplexes/two-family, multiple family, apartments, condominiums,townhouses, and/or manufactured &modular homes, but not mobile homes. This Is In addition to the permit fee(s). CONTACT INFORMATION: • Appli'cant• Name(s): Stewart's Shops Corp. Mailing Address, C/S/Z: P.O.Box 435,Saratoga Springs,New York 12866 Cell Phone: 518 ) 269-0664 Land Line: ( 18 ) 581-1201 Email: cmarshall@stewartsshops.com • Primary Owner(s): Name(s): Same as Applicant Mailing Address, C/S/Z: �---� Cell Phone: Land Line: 1HI: !f- Email: JUL 0 3 2017 • Contractor(s): ; pOft OF �i`ENSB 1R Business Name: Same as Applicant Bull ;n. s Contact Name(s): Mailing Address, C/S/Z: Cell Phone:�_) Land Line: Email: • Architect(s)/Engineer(s): Business Name: Lawrence H.Rutland Contact Name(s): Mailing Address, C/S/Z: P.O.Box 171,Middle Grove,New York Cell Phone: ( Land Line: 5( 18 ) 584-8284 Email: lhrpe@nycap.rr.com Contact Person for Building &Code Compliance: . (f Cell Phone: Land Line: Email: Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 � r PROJECT INFORMATION: TYPE: X Commercial Residential WORK CLASS: —Single-Family _Two-Family _Multi-Family(#of ) _Townhouse Business Office X Retail Hotel/Motel _Industrial/Warehouse Garage(#ofcars Other(describe ) STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 11T floor: 3,695 1sT floor: 2"floor: 2❑d floor: 3rd floor: Total square feet: 4ch floor_ Total square feet: 3,695 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ 375,000.00 2. Proposed use of the building: convenience store 3. If Commercial or Industrial, indicate the name of the business: Stewart's Shop 4. Source of Heat (circle one): Gas Oil Propane Solar Other: Electric (Fireplaces need a separate Fuel Burning Appliances&Chimney Application,one per appliance) 5. Are there any structures not shown on the plot plan? YES NO Explain: 6. Are there any easements on the property? YES NO 7. SITE INFORMATION: a.What is the dimensions or acreage the parcel? 1.72 b. Is this a corner lot? YES NO c.Will the grade be changed as a result of the construction? YES O d. What is the water source? PUBLIC PRIVATE WELL e. Is the parcel on SEWER or a PRIVATE SEPTIC system? Septic Town of Queensbury Buildng&Code Enforcement Principle Structure Appication Revised February 20 T DECLARATION: l. 1 acknowledge that no construction shall commence prior to issuance of a valid b u i I ding permit and work will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 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. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: CV--Aac1e5 MC'fShC,l� SIGNATURE: C�A_Av DATE: Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 _ SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only 742 Bay Road,Queensbury,NY 12804 Town edQueens6un Permit#: P:518-761-8256 www.gueensbury.net Tax Map ID#: 266.03-1-11 Permit Fee:$ ; Invoice#: Project Location: 977 State Route 149 Septic variance? Yes No Primary Owner(s) Stewart's Shops Corp. Mailing Address PO Box 435 Saratoga Springs, NY 12866 Phone & Email 518-301-1466 c otter stewartssho s.com Installer/Builder Same Mailing Address Phone& Email Engineer Lawrence H. Rutland Mailing Address PO Box 171 Middle Grove NY Phone & Email 518-584-8284 Ihr e n ca .rr.com Contact Person for Building&Code Compliance: Chris Potter Phone: 518-301-1466 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present PARCEL INFORMATION: Topography X Flat Rolling Steep Slope 2 %Slope Soil Nature X Sand Loam Clay Other Groundwater At what depth? None found down to 112" Bedrock/Impervious material At what depth? None found down to 112" Domestic Water Supply _Municipal X Well (if well,water supply from any septic system absorption is280ft.) Percolation Test I Rate: 5 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 11,250 gallons(min.size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length 480 ft.; Each Trench 60 ft. Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ;tank size ;#of tanks NOTES: 1.Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: Chris Potter DATE: 6/21/17 SIGNATURE: /��— DATE: 6/21/17 Town of Queensbury Building&Code Enforcement Revised February 2017 en FIRE MARSHAL'S OFFICE Tozim of Queensbury 742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Line " PLAN REVIEW Stewart's 977 Route 149 CC-000395-2017 7/5/2017 The following comments are based on review of drawings: • Verify fire extinguisher location • CO detection required and shown on A-5 • Verify operation of exit / Emergency lighting • Lock / latches shall comply with Chapter 10 of 2015 IBC. No key locks or thumb turns allowed • Verify paths of egress • Verify storage • Fire alarm system shown on A-8. Central Station monitoring required, along with FM witness inspection, NFPA 72 inspection and testing report and spec. sheets for all equipment and appliances • Install Knox Box and main entrance for FD use, shown on A-5 • Truss ID required and shown on A-5 • FM to verify location compliance for LP exchange along with compliant bollards • FM to be notified for periodic underground inspection as tanks, lines and pumps are installed Fire Marshal 's Office - Phone: 518-761-8206 - Fax: 518-745-4437 'remarshal@queensbunt.net - 7MMqueensburynet F ichael%almer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 Fax: 518-745-4437 �remarshal@queensbunlnet@queensbunlnet • 717711717.queensbun COMcheck Software Version 4.0.6.0 C) o In Envelope Compliance Certificate M co 0 CWE �~ U rn Project Informationt(.}' NT Energy Code: 2015 IECC I I $ U) JUL 0 3201? 11 Project Tide: Stewart's Shop#282 N Location: Lake George, New Y ,, � � m Climate Zone: 6a OWN OF` UEENSBUR � to ItBDNG N Project Type: New Construction _ ._� �1I X�`CODES - � N N Z Vertical Gla;dng/Wall Area: 19% C Construction Site: Owner/Agent: Designer/Contractor: O 977 Route 149 Stewart's Shops Corp. Lawernce Rutland Cy 0 Lake George,NY 12845 PO Box 435 PO Box 171 Saratoga Springs,NY 12866 Middle Grove, NY 12850 518-581.1200 518-584-8284 Ihrpe(9nycap,rr.com Building Area Floor Area 1-Retail :Nonresidential 3695 Additional Efficiency Package Reduced interior lighting power.Requirements are Implicitly enforced within interior lighting allowance calculations. Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U. or R-Value R-Value U-Factor Factor(a) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Retail] 3695 49.0 0.0 0.021 0.021 Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft.,[Bldg.Use 1 - 247 --- 10.0 0.480 0.540 Retail](c) NORTH Exterior Wail 4:Wood-Framed,16"o.c.,[Bldg.Use 1 -Retail] 494 21.0 6.0 0.043 0.051 Door 3:Uninsulated Single-Layer Metal,Swinging,[Bldg.Use 1 -Retailj 24 ... --- 0.370 0.370 EASI Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1 -Retail] 494 21.0 6.0 0.043 0.051 Window 5:Metal Frame:Fixed,Perf.Specs.:Product ID pending ID, 43 .-- .-- 0.360 0.360 SHGC 0.40,PF 0.08,VT 0.60,(Bldg.Use 1 -Retail](b) Window 6:Metal Frame:Fixed,Perf.Specs.:Product ID pending ID, 43 .-- --- 0.360 0.360 SHGC 0.40,PF 0.08,VT 0.60,[Bldg.Use 1 -Retail](b) Window 7:Metal Frame:Fixed,Perf.Specs.:Product ID pending ID, 49 .-- --- 0.360 0.360 SHGC 0.40,PF 0.08,VT 0.60,[Bldg.Use 1 -Retail](b) Door 2:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 28 --- --- 0.770 0.770 Specs.:Product ID pending ID,SHGC 0.40,PF 0.08,VT 0.60,[Bldg. Use 1 -Retail](b) SOUTH Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1 -Retail] 761 21.0 6.0 0.043 0.051 Window 1:Metal Frame:Fixed,Perf.Specs.:Product ID pending ID, 64 --- 0.360 0.360 SHGC 0.40,PF 0.42,VT 0.60,[Bldg.Use 1-Retail](b) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: C:\Civil 3D Projects\Queensbury\Queensbury.cck Page 1 of 18 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Window 2:Metal Frame:Fixed,Perf.Specs,:Product ID pending ID, 64 --- --- 0.360 0.360 SHGC 0.40,PF 0.42,VT 0.60,[Bldg.Use 1 •Retail](b) Window 3:Metal Frame:Fixed, Perf.Specs,:Product ID pending ID, 64 --- 0.360 0.360 SHGC 0.40,PF 1.16,VT 0.60,[Bldg.Use 1 -Retail](b) Window 4:Metal Frame:Fixed,Perf.Specs.:Product ID pending ID, 49 --- 0.360 0.360 SHGC 0.40,PF 0.19,VT 0.60,[Bldg.Use 1 -Retail](b) Door 1:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 28 •-• 0.770 0.770 Specs.:Product ID pending ID,SHGC 0.40,PF 0.19,VT 0.60,[Bldg. Use 1 -Retail](b) WEST. Exterior Wall 3:Wood-Framed, 16"o.c„[Bldg.Use 1 •Retail] 494 21,0 6.0 0,043 0,051 (a) Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation, (c) Slab-On-Grade proposed and budget U-factors shown In table are F-factors. Envelope PASSES- Design---9%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 4,0,6,0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist, / Narhe- t o Signatute D to Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: C:\Civil 311)Projects\Queensbury\Queensbury.cck Page 2 of 18 COMcheck Software Version 4.0.6.0 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Stewart's Shop#282 Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor; 977 Route 149 Stewart's Shops Corp. Lawernce Rutland Lake George, NY 12845 PO Box 435 PO Box 171 Saratoga Springs,NY 12866 Middle Grove, NY 12850 518-581.1200 518-584-8284 Additional Efficiency Package Ihrpe@nycap,rr,com 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-Retail 3695 1,13 4190 Total Allowed Watts= 4190 Proposed Interior Lighting Power A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Retail 4'STRIP:BACKROOM/COOLER:Other: 1 15 75 1125 4'WRAP:BATHROOM:Other: 2 2 50 100 2'x4':SALES FLOOR:Other; 2 44 49 2156 Total Proposed Watts= 3381 Interior Lighting PASSES: Design 19%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 Version 4,0.6.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. L. ZT� Name-Title ignature--- Da Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: CACivil 3D Projects\Queensbury\Queensbury.cck Page 3 of 18 COMcheck Software Version 4.0.6.0 Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Stewart's Shop#282 Location: Lake George, New York Climate Zone: 6a Project Type: New Construction Construction Site: Owner/Agent Designer/Contractor: 977 Route 149 Stewart's Shops Corp. Lawemce Rutland Lake George,NY 12645 PO Box 435 PO Box 171 Saratoga Springs,NY 12866 Middle Grove,NY 12850 518581=1200 518.584-6264 Additional Efficiency Package Ihrpeonycapsr.com 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-Other,Electric,Capacity=60 kBtu/h No minimum efficiency requirement applies Cooling:1 each-Other,Capacity=48 kBtu/h,Air-Cooled Condenser,Air Economizer No minimum efficiency requirement applies Fan System: None 1 HVAC System 2(Single Zone): Heating:1 each-Other,Electric,Capacity-60 kBtu/h No minimum efficiency requirement applies Cooling:1 each-Other,Capacity=48 k8tu/h,Air-Cooled Condenser,Air Economizer No minimum efficiency requirement applies Fan System: None 1 Water Heater 1: Electric Storage Water Heater,Capacity:36 gallons Proposed Efficiency:0.88 EF,Required Efficiency:0,88 EF 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 COMcheck Version 4,0.6.0 and to comply with any applicable mandatory Z rements listed in the Inspection rChecklist, z. Name-Title Signa D6te Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: CACivil 3D Projects\Queensbury\Queensbury.cck Page 4 of 18 COMcheck Software Version 4.0.6.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Re .Ib C103.2 Plans and/or specifications provide all ❑Complies [PR1)1 information with which compliance ❑noes Not can be determined for the building ❑Not Observable envelope and document where exceptions to the standard are [Not Applicable claimed. C103.2 Plans specifications, and/or ❑Complies [PR2)1 calculations provide all information ❑Does Not with which compliance can be determined for the mechanical ❑Not Observable systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed, Load calculations per acceptable .engineering standards and handbooks. C103.2 Plans, specifications,and/or ❑Complies (PR3)1 calculations provide all information ❑Does Not with which compliance can be determined for the service water []Not Observable heating systems and equipment and ❑Not Applicable .document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C103.2 Plans, specifications,and/or ❑Complies (PR411 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable 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. C402.4.1 The vertical fenestration area <= 30 ❑Complies (PR10)1 percent of the gross above-grade wall ❑Does Not area. ❑Not Observable []Not Applicable C402.4.1 The skylight area <= 3 percent of the ❑Complies [PR11)1 gross roof area. []Does Not ❑Not Observable []Not Applicable C406 Plans, specifications,and/or ❑Complies [PR9]1 calculations provide all information []Does Not with which compliance can be determined for the additional energy []Not Observable efficiency package options. ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: C:\Civil 3D Projects\Queensbury\Queensbury.cck Page 5 of 18 Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: C:\Civil 3D Projects\Queensbury\Queensbury.cck Page 6 of 18 Section # Footing/Foundation Inspection Complies? Comments/Assumptions & Re .ID C303.2 Slab edge insulation installed per ❑Complies [FO4]2 manufacturer's instructions, ❑Does Not []Not Observable' ❑Not Applicable C303.2.1 Exterior insulation protected against ❑Complies (FO6]1 damage,sunlight, moisture,wind, ❑Does Not landscaping and equipment maintenance activities. ❑Not Observable ❑Not Applicable C402.2,5 Slab edge Insulation R-value. ❑Complies See the Envelope Assemblies table for valuer, [FO3]2 []Does Not []Not Observable ❑Not Applicable C402.2.6 :Radiant heating systems panels ❑Complies See the Envelope Assemblies table for values. [FO12]1 insulated to>=R-3.5 on face opposite ❑Does Not space being heated. ❑Not Observable' ❑Not Applicable 0403,2,4, 'Snow/ice melting system sensors for ❑Complies 51 future connection to controls. Freeze ❑Does Not C403.2.4. protection systems have automatic ' 6 controls installed. ❑Not Observable [FO9]3 ONot Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: C:\Civil 3D Projects\Queensbury\Queensbury.cck Page 7 of 18 Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Re .ID C303.1.3 Fenestration products rated in DComplies (FR12]2 accordance with NFRC. dDoes Not ©Not Observable' ONot Applicable C303.1.3 Fenestration products are certified as DComplies (FR13]1 to performance labels or certificates DDOes Not provided. ©Not Observable [ Not Applicable C402.4.3 Vertical fenestration SHGC value. OComplles see the Envelope Assemblies table for values, (FR10]1 Oboes Not [ Not Observable ®Not Applicable C402.4.3, Vertical fenestration U-Factor. ®Complies See the Envelope Assemblies table for values. C402.4.3. []Does Not 4 [FRB]1 ONot Observable. ONot Applicable C402,4,4 U-factor of opaque doors associated ®Complies See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ElDoes Not meets requirements. ONOY Observable C]Not Applicable C402.5.1, The building envelope contains a QComplies 2.1 continuous air barrier that is sealed in dDoes Not (FR19]1 an approved manner and material permeability<= 0.004 dfm/ft2,Air ®Not Observable barrier penetrations are sealed in an ONot Applicable approved manner. C402.5.2, Factory-built fenestration and doors ❑Complies C402.5,4 are labeled as meeting air leakage ❑Does Not [FR18]3 requirements. ❑Not Observable ONOt Applicable C402,5.7 Vestibules are installed on all building ®Complies [FR17]3 entrances. Doors have self-closing ®Does Not devices. ❑Not Observable ONot Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 low Impact(Tier 3) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: C:\Civil 3D Projects\Queensbury\Queensbury.cck Page 8 of 18 Section # Plumbing Rough-In InspectionComplies? Comments/Assumptions & Re .ID C404.5, Heated water supply piping conforms ❑Complies C404.5.1, to pipe length and volume ❑Does Not C404.5.2 `,requirements.Refer to section details. [PL6]3 []Not Observable' ❑Not Applicable C404.5, Heated water supply piping conforms ❑Complies 0404.5.1, ;to pipe length and volume ❑Does Not 0404.5.2 requirements.Refer to section details. [PL6]3 []Not Observable ONot Applicable C404.5, Heated water supply piping conforms [ Complies C404.5,1, ;to pipe length and volume []Does Not C404 5.2 requirements.Refer to section details. [PL6]3 []Not Observable' ONot Applicable C404,6.3 Pumps that circulate water between a OComplles [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 OComplies [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. ❑Not Applicable C404.6.3 Pumps that circulate water between a 'OComplies [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 [PL8]3 water from a heated-water supply ❑Does Not pipe back to the heated-water source 'ONot 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 ❑Complies [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. 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: CACivil 3D Projects\Queensbury\Queensbury.cck Page 9 of 18 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Re .ID C404.7 Water distribution system that pumps ❑Complies (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. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: C:\Civil 3D Projects\Queensbury\Queensbury.cck Page 10 of 18 Section # Mechanical Rough-In Inspection Complies?7— Comments/Assumptions & Re .ID C402,2.6 Thermally ineffective panel surfaces of❑Complies [ME41]3 sensible heating panels have ❑Does Not Insulation >= R•3.5. ❑Not Observable ❑Not Applicable 0402,5.5, Stair and elevator shaft vents have ❑Complies C403.2,4, motorized dampers that automatically ❑Does Not [ME3]3 close, ONot Observable ❑Not Applicable C402.5,5, Outdoor air and exhaust systems have ❑Complies C403.2.4. motorized dampers that automatically ❑Does Not 3 shut when not in use and meet [ME5813 maximum leakage rates.Check ❑Not Observable gravity dampers where allowed. ❑Not Applicable C403.2.12 HVAC fan systems at design ❑Complies see the Mechanical systems list for values, 1 i Conditions do not exceed allowable []Does Not [ME65]3 fan system motor nameplate hp or fan system bhp, ❑Not Observable ❑Not Applicable C403.2.12 HVAC fan systems at design []Compiles See the Mechanical Systems list for values, 1 conditions do not exceed allowable .❑Does Not [ME65]3 fan system motor nameplate hp or fan system bhp, ❑Not Observable ❑Not Applicable i C403,2.12,Fans have efficiency grade(FEG) >- ❑Complies 3 67.The total efficiency of the fan at []Does Not [ME117]2 the design point of operation <- 15% of maximum total efficiency of the ❑Not Observable fan. ❑Not Applicable C403.2,12`Fans have efficient y grade(FEG)>r ❑Complies 3 67,The total efficiency of the fan at ❑Does Not [ME117]2 the design point of operation <= 15% of maximum total efficiency of the []Not Observable fan. ❑Not Applicable C403.2,13 Unenclosed spaces that are heated ❑Complies [ME71]2 use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable C403.2,3 HVAC equipment efficiency verified. ❑Complies see the Mechanical systems list for values. [ME55]2 ❑Does Not ❑Not Observable' ❑Not Applicable C403,2.6. Demand control ventilation provided ❑Complies 1 for spaces>500 ft2 and >25 ❑Does Not [ME59]1 people/1000 ft2 occupant density and :served by systems with air side [_-]Not Observable economizer, auto modulating outside ❑Not Applicable air damper control,or design airflow >3,000 cfm, C403.2.6. Enclosed parking garage ventilation ❑Complies 2 has automatic contaminant detection ❑Does Not [ME115]3 and capacity to stage or modulate fans to 50%or less of design capacity. []Not Observable ❑Not Applicable C403.2.7 Exhaust air energy recovery on [ Complies [ME57]1 systems meeting Table C403.2.7(1) ❑Does Not and C403.2.7(2). ❑Not Observable []Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: CACivil 3D Projects\Queensbury\Queensbury.cck Page 11 of 18 Section # Mechanical Rough-In Inspection Complies Comments/Assumptions & Re .ID C403.2.8 Kitchen exhaust systems comply with ❑Complies (ME116]3 replacement air and conditioned ❑Does Not supply air limitations,and satisfy hood rating requirements and maximum [:]Not Observable exhaust rate criteria. ❑Not Applicable 0403.2.9 HVAC ducts and plenums insulated. ❑Complies [ME60]2 Where ducts or plenums are installed ❑Does Not In or under a slab,verification may need to occur during foundation []Not Observable Inspection. ❑Not Applicable C403,2.9 Ducts and plenums sealed based on ❑Compiles (ME10]2 static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable 0403,2,9, Ductwork operating>3 in,water ❑Complies 1.3 column requires air leakage testing, ❑Does Not (ME11]3 ❑Not Observable ❑Not Applicable C403.2,9, Ductwork operating >3 in.water ❑Compiles 1.3 column requires air leakage testing. []Does Not (ME11p []Not Observable ❑Not Applicable C403,4.4, Multiple zone VAV systems with DDC ❑Complies See the Mechanical Systems list for values, 6 of individual zone boxes have static ❑Does Not (ME110]3 pressure setpoint reset controls. ❑Not Observable ❑Not Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies See the Mechanical Systems list for values, 6 of Individual zone boxes have static ❑Does Not EME11013 pressure setpoint reset controls. .[ Not Observable ❑Not Applicable C408.2.2, Air outlets and zone terminal devices ❑Complies 1 have means for air balancing, ❑Does Not (ME53]3 []Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: CACivil 3D Projects\Queensbury\Queensbury.cck Page 12 of 18 Section # Rough-In Electrical Inspection Compiles? Comments/Assumptions & Re .ID C405.2.1 Lighting controls installed to uniformly ❑Complies [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable ❑Not Applicable C405.2.1 :Occupancy sensors installed in [ Complies [EL18]1 required spaces. ❑Does Not []Not Observable ❑Not Applicable . C405.2,1, Independent lighting controls installed ❑Complies 0405.2.2. per approved lighting plans and all ❑Does Not 3 manual controls readily accessible and ❑Not Observable [EL23] visible to occupants. ❑Not Applicable 0405.2.2. Automatic controls to shut off all ❑Complies 1 building lighting Installed in all ❑Does Not [EL22]2 buildings. ❑Not Observable ❑Not Applicable 0405.2.3 Daylight zones provided with ❑Complies [€L16]2 'Individual controls that control the ❑Does Not lights Independent of general area ❑Not Observable lighting. ❑Not Applicable C405,2.3, 'Primary sidelighted areas are ❑Complies 0405,2.3, equipped with required lighting ❑Does Not 1, controls, C405.2.3. ❑Not Observable 2 ❑Not Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area ❑Complies 0405.2,3. under skylights and rooftop monitors ❑Does Not 1, :are equipped with required lighting []Not Observable 405.2,3. controls. ❑Not Applicable [EL21]1 C405.2.4 Separate lighting control devices for [ Complies [EL4]1 ';specific uses installed per approved ❑Does Not lighting plans. []Not Observable ❑Not Applicable C405.2.4 !Additional interior lighting power ❑Complies (EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is automatically controlled and ❑Not Observable separated from general lighting. ❑Not Applicable C405.3 Exit signs do not exceed 5 watts per ❑Compiles [EL6]1 'face. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: C:\Civil 3D Projects\Queensbury\Queensbury.cck Page 13 of 18 Section # Insulation Inspection Complles? Comments/Assumptions &Re .Id 0303.1 Roof insulation installed per ❑Complies [IN3]1 manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed only where the roof slope is<=3 in ❑Not Observable 12, ❑Not Applicable C303.1 Building envelope insulation is labeled ❑Complles (IN1012 with R-value or insulation certificate ❑Does Not providing R-value and other relevant data, []Not Observable ONot Applicable C303.2 Above-grade wall insulation installed ❑Complies (IN7]1 per manufacturer's instructions, ❑Does Not ❑Not Observable ❑Not Applicable C303,2.1 Exterior insulation Is protected from ❑Complies [IN1412 damage with a protective material, ❑Does Not Verification for exposed foundation insulation may need to occur during [ Not Observable Foundation Inspection. ❑Not Applicable C402.2,1 Insulation intended to meet the roof ❑Complies [IN17]2 insulation requirements cannot be ❑Does Not Installed on top of a suspended ceiling. Mark this requirement []Not Observable compliant If insulation is installed ❑Not Applicable accordingly. 0402.2,3 Above-grade wall insulation R-value, ❑Complles See the Envelope Assemblies table for values. [IN611 ❑Does Not ❑Not Observable ❑Not Applicable C402.2.5 Floor insulation R-value. []Compiles See the Envelope Assemblies table for values, [INS]2 ❑Does Not []Not Observable ❑Not Applicable C402.2.6 Radiant panels and associated ❑Complies (IN1812 components,designed for heat ❑Does Not transfer from the panel surfaces to the occupants or Indoor space are []Not Observable insulated with a minimum of R-3.5, ❑Not Applicable C402.4,2, Roof R-value,For some ceiling ❑Complies See the Envelope Assemblies table for values. 2 systems, verification may need to ❑Does Not [IN211 occur during Framing Inspection. ❑Not Observable ❑Not Applicable 0402.5,1. All sources of air leakage in the ❑Complies 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, gasketed,weather stripped or wrapped with moisture vapor- []Not Observable permeable wrapping material to ❑Nat Applicable minimize air leakage. Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: C:\Civil 3D Projects\Queensbury\Queensbury.cck Page 14 of 18 Section # Final inspection TComplies, Comments/Assumptions & Re .Id 0303.3, Furnished 0&M instructions for ❑Complies C408.2.5. systems and equipment to the ❑Does Not 2 building owner or designated [FI17]3 representative. []Not Observable ❑Not Applicable C303.3, Furnished 0&M manuals for HVAC ❑Complies C408.2.5. systems within 90 days of system ❑Does Not 3 acceptance. [FIS]3 ❑Not Observable ❑Not Applicable C402.5.3 !Where open combustion air ducts ❑Complies [FI51]3 provide combustion air to open ❑Does Not combustion fuel burning appliances, the appliances and combustion air ❑Not Observable opening are located outside the ❑Not Applicable building thermal envelope or enclosed In a room, Isolated from inside the thermal envelope.Such rooms are sealed and Insulated. C402.5.6 Weatherseals installed on all loading ❑Complies [F137]1 dock cargo doors. ❑Does Not []Not Observable ❑Not Applicable C402.5,8 Recessed luminaires in thermal ❑Complies (FI26]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled.Seal between Interior finish and luminaire housing. ❑Not Observable' ❑Not Applicable C403.2.2 HVAC systems and equipment ❑Complies (FI27]3 capacity does not exceed calculated `❑Does Not loads, ❑Not Observable ❑Not Applicable C403.2.4. Heating and cooling to each zone is ❑Complies 1 controlled by a thermostat control ❑Does Not (F147]3 Minimum one humidity control device per installed []Not Observable humidificatlon/dehumidification ❑Not Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies 1 controlled by a thermostat control. ❑Does Not (F147]3 Minimum one humidity control device per installed ❑Not Observable humidification/dehumidification ❑Not Applicable system. C403.2.4, Thermostatic controls have a 5 OF ❑Complies 1.2 deadband. ❑Does Not [F138]3 ❑Not Observable ❑Not Applicable C403.2.4. Temperature controls have setpoint ❑Complies 1.3 overlap restrictions. ❑Does Not [F]20]3 []Not Observable ❑Not Applicable C403.2.4. Each zone equipped with setback ❑Complies 2 controls using automatic time clock or ❑Does Not [F139]3 programmable control system. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: C:\Civil 3D Projects\Queensbury\Queensbury.cck Page 15 of 18 section # Final inspection Complies? Comments/Assumptions & Re .ID C403.2.4. Automatic Controls: Setback to 55°F ❑Complies 2.1, (heat)and 85°F(cool); 7-day clock, 2- ❑Does Not C403.2.4. hour occupant override, 10-hour []Not backup Not Observable [F140]3 ❑Not Applicable C404.3 Heat traps installed on supply and ❑Complies [FI11]3 discharge piping of non-circulating ❑Does Not systems. [ Not Observable ❑Not Applicable C404.4 All piping Insulated In accordance with ❑Complies [F125]2 section details and Table C403.2.10. ❑Does Not []Not Observable ❑Not Applicable C405.4.1 Interior Installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values, [FI18]1 lighting power is consistent with what [)Does Not is shown on the approved lighting plans, demonstrating proposed watts ❑Not Observable are less than or equal to allowed []Not Applicable watts. 0408.2.1 Commissioning plan developed by ❑Complies [FI28]1 registered design professional or ❑Does Not approved agency. ❑Not Observable ❑Not Applicable C408.2.3. HVAC equipment has been tested to ❑Complies 1 ensure proper operation. []Does Not [FI31]1 []Not Observable [Not Applicable C408.2.3. HVAC control systems have been ❑Complies 2 tested to ensure proper operation, []Does Not [FI10]1 calibration and adjustment of controls.' ❑Not Observable ❑Not Applicable C408.2.4 Preliminary commissioning report ❑Complies [F[29]1 completed and certified by registered ❑Does Not design professional or approved agency. ❑Not Observable ❑Not Applicable C408.2.5. I Furnished HVAC as-built drawings ❑Complies 1 submitted within 90 days of system ❑Does Not (FI7]3 acceptance. []Not Observable' ❑Not Applicable C408.2.5. Furnished as-built drawings for ❑Complies 1 electric power systems within 90 days ❑Does Not [FI16]3 of system acceptance. ❑Not Observable ❑Not Applicable C408.2.5. ,An air and/or hydronic system ❑Complies 3 balancing report is provided for HVAC ❑Does Not [FI43]1 systems. []Not Observable ❑Not Applicable C408.2.5. Final commissioning report due to ❑Complies 4 building owner within 90 days of ❑Does Not [F130]1 receipt of certificate of occupancy. []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: CACivil 3D Projects\Queensbury\Queensbury.cck Page 16 of 18 i , • Section # Final Inspection Compiles? Comments/Assumptions & Req.ID C408.3 Lighting systems have been tested to EComplies [FI3311 ensure proper calibration,adjustment, ©Does Not programming,and operation. ©Not Observable' ❑Not Applicable i Additional Comments/Assumptions: 111 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: C:\Civil 3D Projects\Queensbury\Queensbury.cck Page 17 of 18 Project Title: Stewart's Shop#282 Report date: 06/26/17 Data filename: C:\Civil 3D Projects\Queensbury\Queensbury.cck Page 18 of 18 X55 o i7 W*P•S Consulting Engineers, P.C. %%V 1 '.' Ridge Street - Glens Falls. NY 1 ?S01 PC9 Nv Xv vv.�N PsPe (518) 761-6100 FAX f 18) 761-903 5 D [EG y [E July 6, 2017 Stewart's Shops �"� P. 0. Box 435 -- -' TCatslINt31= aUEENSBURY OF NEW r Saratoga Springs, NY 12866 cc�MMUN1-?-'r DEVELOPMENT �,P Pvna0NoA 0 Attention: Christopher Potter * � w z Re: Stewart's Shops Queensbury - 282 477 State Route 149 — Lake George, NY 12845 5757' A��FESSIONP� REQUIRED MECHANICAL VENTILATION Reference: Mechanical Code of New York State, Chapter 4 — Ventilation, Table 403.2 Criteria: Supermarket; population 8 persons/1000 sq. ft.; ventilation rate 15 cfm/person. Occupied area inside store calculation: Gross interior area 3550 sq. ft. Stock Room (346) Cooler (528) Freezer (156) Toilet Rooms, 3-sink rm. 170 NET OCCUPIED AREA 2350 sq. ft. 2.5 x 1000 sq. ft. x 8 persons/1000 sq. ft. x 15 cfm/person = 300 cfm minimum outside air required. • Balance each Bard HVAC unit to 150 cfm minimum outside air • Exhaust 100 cfm from each of two toilet rooms and the triple sink room AIR BALANCE WILL BE PERFORMED BY ADIRONDACK AIR BALANCE — John Merry BLOWER DOOR TEST WILL BE PERFORMED BY ETHOS HOMES, LLC — John Blouch Ste.)wCuLt's June 23,2017 John O'Brien Town of Queensbury Building Department 742 Ba Road i Bay � [EL; W1I Queensbury,NY 12804 p� 1 RE: Stewart's Shop—977 State Route 149 JUL � 3 ZQ�� New shop construction TO4NIV(��OIJEENSBUIR't' Dear Mr.O'Brian, BUILDING& CODES Stewart's Shops Corporation intends to retain Evergreen Construction Testing for the required special inspections required for the building construction as listed below per Building Code of New York State table 1704.1. 1. Reinforced Concrete 2. Prestressed Concrete 3. Excavation and Filling;Verification of Soils Stewart's Shops Corporation intends to retain L.H.Rutland Jr.PE for the required special inspections for the gas canopy construction as listed below per Building Code of New York State table 1704.1. 1. Reinforced Concrete 2. High-strength Bolting&Steel Frame Inspection Stewart's Shops Corporation intends to retain L.H.Rutland Jr.PE to certify the lighting and mechanicals as per the approved COMcheck. Sincerely, 4�L_ ;�1141_ Chris Potter Stewart's Shops Corp. 518-581-1201 Ext.4246 cpotter@stewartsshops.com P.O. Box 435 Saratoga Springs, NY 12866 Structural Analysis Location Lake George, NX 20'-0" x 118'-2" Canopy of N� El al b ! Acc d 0756 A FE SIO ' JUL. 1 Q 217 I2 a i3 QUEM., , Kevin Edward Dillman PE TFC_CANOPY 1107 N :TAYLOR RD. �.! ;GARRETT IN 46738 —- — -- PH_:(260)367-66,65 . FAX(260)357-6533 JOB # 700180' Pale .1 Qf 7 DRIFT ASCE-7 TFC CANOPY 6/30/2017 Eng.: KED 1107 NORTH TAYLOR ROAD TFC Job# 700180 TFC Quote# GARRETT,IN 46738 Customer Name: R.M.Dalrymple Co.,Inc. Phone: 260-357-6665 Fax: 260-357-6533 Location: Lake George,NY 12845 pg= 50.00 psf Ce= 1.00 Cs= 0.50 hr= 2.75 ft Ct= 1.20 Is pg reduceable(Y.o.r N)? Y 1= 1.00 pf= 0.7CeCtlpg D=0.13 pg+14 Pf= 42.00 psf D= 20.50 pcf min. pf= >=20*i hc= h,-hb min.pf= 20 psf hc= 0.70 ft .pf= 42.00 pf controls hb= pf/D ht,= 2.05 ft P5= Cspf = 21 psf hc/hi,= 0.34 Since hc/hb>=0.2 drift loads must be considered Driftat bid_ s of Canouv l4= 118.17 ft 6.6.1 ft hd= 0.43(14)°,33(pg+10)0.25.1.5 ha= 3.21 ft hd he 0.70 ft -hd.= 0:70 ft the height of daft=he 14.38 psf and W 4 hd^2/hc W 58.78 ft _ maxw= 8 h� 2:05 ft max w= 5.61 ft Controls..... 42.00 psf Drift at Bides of Canopy I,; 20 0t) ft ( 5 61 ft hd 0.43( sa(pg+10)0.25._..1 5 ha. 1 47.ft hd>he 0.70 ft, he . : 0:70 ft. #herefore height of drift=he 1•.4..38 psf . and w=4 hd^2)hc W= 12.35 ft max w= 8 h, 2.05 ft i max w= 5.61 ft Controls 42.00 psf 1 Axial Load from Drift for Column Design Pddit end=(1/2 (14.38) (5.61) (10.00) = 0.40 k PdnftsIdes=(1/2) (14.38) .. (5.61.) (35.$3) 1.44 k POW = 1.85 k Since hc/hb>=0 2 drift loads must be considered Equivalent Live Load.for P.urlin Design purlin W,= 42.00 + 1/2(14.38) (5.61. )/(,6.50) = 48.20 psf Controls ,:Minimum roof live load 20 psf Use Pg for equivalent Live Load DRIFT TFC Canopy TFC CANOPY 06/30/17 TUBE COLUMN DESIGN Eng: KED 1107 NORTH TAYLOR ROAD GARRETT,IN 46738 TFC Job# 700180 Phone: 260.357-6665 Fax: 260-357-6533 Customer Name: R.M.Dalrymple Co.,Inc. Construction Location: . Lake George,NY 12845 TUBE COLUMN DESIGN DATA TUBE COLUMN PROPERTIES Tube co.l.umn: HSS10x10x1/4 Canopy Length 118.17 ft. Nominal Size 10.00 1n. Canopy-Width 20,00 ft. Wall Thickness 0.23 in. Largest Tributary 35.58 ft. Area 8.96 sq.in. Li PURL SPAN No.of Columns 8.00 Moment of Inertia 141.00 in.4A7=CANT PURL SPAN No.of Rows 2.00 Section Modulus 28.30 cu.in. UFADJ..PURL SPAN Clearance 14.50 ft. Radius of Gyration 3.97 in. example:6,28,29,6 Real Subset 1.17 ft. Fy,ksi 46.00 L1.=28 Fascia Height 3.00 ft. Are there holes in column(Y or;N)? N . Al 6 Live Load 50:00 lbs./sq.ft. ALLOWABLE STRESSES t'=29 Dead Load, 5.00 Ibs,Isg.ft. Wind Velocity 115,. mph Fa 14.Q7 ksi Wind Load:. 27.19.lbs./sq.ft. F e 14.4$ ;ksi. Uplift Load. 1600 lbs./sq.ft. TUBE COLUMN CALCULATIONS TUBE COLUMN TO BE`USEQ: Column Load 21,42 kips Nominal Size.. 10.00 in.sq. And t.oad.: _ 1.45 kips Wall.Thickness. 0,23 in. K I over.r : 101.56_ Co - 111:55 :..•. ,... fa , 2:39 :ksi fb 9.85.ksi Bending Load 0.60 =<1.00 OK _. Max Deflection 0:84 In.. 229.3 Additional,A_x.iaf.. 1;85 k MARK: Additional..$hear k Additional Moment TFC Canopy TFC CANOPY 06/30/17 BASE PLATE DESIGN Eng: KED 1107 NORTH TAYLOR ROAD GARRETT,IN 46738 TFC Job# 700180 Phone: 260-357-6665 Fax: 260-357-6533 Customer Name: R.M.Dalrymple Co.,Inc. Construction Location: Lake George;NY 12845 BASE PLATE DESIGN DATA BASE PLATE PROPERTIES Canopy Length 118.17 ft. Column Size 10..00 in. Canopy Width 20.00 ft. Base Plate Width 20.00 in. L1 30.5.0 ft. Base Plate Length 28.00 in. Al 20.33 ft. Base Plate Thickness 0.42 in. L Prime 30.50 ft. Number of Bolts 0.58 No.of Rows 2.00 Bolt Edge Distance 2.00 in, Clearance 14.50 ft. Fy Base Plate 50.00 ksi Real Subset 1117 ft. Facia Height 3:0.0 ft. Live,Load 50.00 lbs,/sq.ft. Dead Load 8'00 lbs./sq.ft .Wind Velocity 00. mph Wind Load 27;19 lbs./sq.ft. :Vplift Load. 16.:00 Ibs.)sq.ft. BASE PLATE CALCULATIONS BASEPLATE CALC'S C.ONT'D a(PT) 13.00 in. U,plift:(PT) 8.601 kips a(DL) 13 00. in. Uplift,(DL) 16155 kips b(P 5`00 in. Area 7741 A6.sq.in. b(DL) 9.00 in. $q::Rpot of Area '27.,823 in.. c PT -0.03 in. c(DL) 64.78 in. Resuliant 3.1....08731. kips Distance(131) 17:17 fL gMAX<=1.05 ksi 0.06168 ksi Total,Load..(PT) 22.49 kios N 6.00 Shear(Pw1) 145 kips Plate.Thickness. ..:0.42. in.. Shear(Pw2) 1 24,. kips Overtu.ming:Mom. 18.t%9 ft-kips Total Load(Dead) 2:85 kips Area Net 0.56 sq.in, Eccentricity(PT) 9,97 in. Eccentricity(DL) 78.78...in. Uplift+Dead Load 8,0„0 Ibs./sq.ft. CLength/2+CWidth/2 69.09 ft. Other Net Uplift 2846.40 lbs. 1-1/2+Al 35.58 ft. '.1_1/2+LPrime/2 .`30.50 ft. MAX :711.60 sq.ft. 31.08731 kips 19.00116.kips.:.. Pa -1 0tc TFC Canopy TFC CANOPY 6/30/17 FOOTING DESIGN Eng: KED 1107 NORTH TAYLOR ROAD GARRETT,IN 46738 TFC Job# 700180 Phone: 260.357-6665 Fax: 260-357-6533 Customer Name: R.M.Dalrymple Co.,Inc. Construction Location: Lake.:George,NY 12845 FOOTING DESIGN DATA FOOTING DIMENSIONS Canopy Length 118.17 ft. Footer Width 3.54 ft. Canopy Width 20.00 ft. Footer Length L1 3.0.,.50 ft. Footer Depth 6.00 ft. Al 20.33 ft. L Prime 30.50 ft. Safety Factor=>1.50 1.88 No.of Rows 2.00 Req'd Footer Width 2.69 ft. Clearance 14.50 ft. Real Subset 1.17 ft. Facia Height 3.00 ft. ALLOWABLE SOIL STRESSES Live Load.: . . 50.00 lbs,/sq.ft. Demi8Q0 Ibs.(sq.ft.. Beanng Pressure.. 3500 psf Wind Velocity 1.15:00 mph Passive Soil Pressure 35Q .psf/ft Wind Load 27;19 Ibs./sq.ft. T-Vanaf2le: kips Uplift Load 16.00 lbs./sq.ft. FOOTER CALCULATIONS FOOTER CALCULATION$CONTD. R 1 tante (R1) 17:17 ft, Othgr NetUpi►ft 2846.40 Ibs Subset 1 61 kips. CLengthl2+.Width 355 80.;sq.ft., 1:45 kips Uplift peed.Load $ :psf Pw2; 1.24 kips QTM 33 62, fit Kips . 1 X5:A FTG,weight 10:93 kips.. Net:UpUft_' 2..43 kips RL.; 10.40 kips. FOOTER DESIGN TQ BE.USED; Rassive Soil(PS) 22 33 kips., RM.. ft::kips Footer Width 354 :ft. Factor of Safety A.88. FS=>1.50 Footer Length 3.54 ft. AREA 7.23 sq.ft. .. Footer Depth 6.00 ft. Sq Root of Area 2.69. ft 1.012,k 75:359616 GF S _ . PURLIN(l) TFC CANOPY 6/30/2017 Eng: KED 1107 NORTH TAYLOR ROAD TFC Job# 700180 TFC Quote# GARRETT, IN 4673.8 Customer Name: R.M.Dalrymple Co.,Inc. Phone: 260-357-6665 Fax: 260-357-6533 Location: Lake George,NY 12845 PURLIN DESIGN dead load = 5.00 psf snowload = 50.00.psf W16x36 dead+snow = 55.00 psf trib.width = 7.50 ft_ A= 10.6 sq.in. uniform load = 0.41 kif I= .44$ in.4 simple span(+) = 30.50 ft S= 56,5 cu.in. cantilever,(-.) :: - 20.33:ft rt= 1.79 in.. unbraced Iength(M+) = 7.64.ft unbraced length(M-) - 2 f7.ft ` Fy= 50.p0. :_ksi fats per span = 3. M+(w`L2/8) = 47;97 ft-k M-(w.L2l2.}.. = 85.24.ft-k . Def l.+(5*w*L"/384*E*I) 028.!in(D+I_); _ 0.62 in(D+S) U160 = 2.03.. ..OK Deft-(w"L418*E•I j -0,5$`in(D+L); = 1.17 in.(D+S) 0120 = 2:03. OK Deck Clip = 0:52'kips '. Positive,Moment: I/rt 51.12 elastic limit. 101:np C. Fb = 29,23.ks�,:: fb 10.19.ksi BEAM IS OK. _NegatiGe Moment: :I/rt17.90 elastic limit = 101.00 Fb = 30.00 ksi fb = 18.11 ksi BEAM IS OK USE. W1436. PURLIN MAIN TFC CANOPY 6/30/2017 Eng: KED 1107 NORTH TAYLOR ROAD TFC Job.# 700180 TFC.Quote# GARRETT,IN 46730. CustomerrName: R.M.Dalrymple Co., Inc. Phone: 260-357-6665 Fax: 260-357-6533 Location: Lake George,NY 12845 MAIN BEAM DESIGN Size: W14x22 unbraced length(M+) = 8.00 ft unbraced_length..(M-) = 3.33,It A649 sq.in. Maximum M+ = 33.07 ft-k I= 199 1n.4 Maximum M- = 42.09 It* S= '29 cu.in. 1 25 in. Fy= 50... ksi. MARK#: .PosiW6 Momerit /it 76 80_, elastic limit Fb. 23'86 ksi. fl? 3-6 k i. BEAM IS OK . Negative Moment: /rt 31 92 elastic limit 101 00 ,Fb 30766 ksi, fb = 17.42 ksi BEAM IS OK USE:- 1N14x22..MAIN P.O. BOX 171 6�� Middle Grove, NY 171 Phone: (518) 584-8284 LAWRENCE H. RUTLAND. ..I R. Mobile: (518) 527-6383 azo{E�.s�o,zal s"ny���� E-mail lhrpe@nycap.rr.com :;q September 21, 201' Chris Potter Stewart's Shops P.O. Box 435 Saratoga Springs,NY 129,66 Re: Stewart's Shop Route 149 Queensbury, NY Chris Potter: The referenced shop was visited on this date and all electrical and mechanical equipment was fount be installed an accordance with the approved energy data sheets submitted. The building is structurally complete, interior fit up was on-going. The site work for the new building is as complete as possible until the old building is removed including the septic system and storm water basin and paving. Sincerel d 6 3T 3 t r C, —()C)C5�CF—,?_(-N-T I hos Hcwncs.I I Blower Door Test Results Date: a )017 Technician: John Blouch 518-275-5731 BPI ID 5009986 Location: Building Information Floor Plan Area: a,700 SF Enclosed Volume: 0l7 ocy-) CF Envelope Surface Area: _7100 SF Test Data Test 1: Pressure ' 7 y. 7 Flow a q 90 Test 2: Pressure 7�1 0� Flow Sol) Test 3: Pressure 7 , I Flow 3 U 3 Average: Pressure 7 . Flow D 7 Results Air Changes Per Hour(75Pa): .h� ACH75 Leakage per SF (75Pa): © • 9 CFM75/SF 0 S Signature: john@ethoshomesllc. `m 20 Jordan Lane www.ethoshomesllc.com (518)275-5731 Glenville,NY 12302 Dente Group _ A Terracon Company ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: Stewart's Shops - Queensbury, NY JOB NO.: FDE-17-155 CLIENT: Stewart's Shops REPORT NO.: F-17-155-7-31-17 CONTRACTOR: Baldwin & Sons DATE: 7-31-17 ■ SPREAD FOUNDATION ❑ GRADE BEAM ❑ FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ❑ OTHER REFERENCE DRAWINGS : Al LOCATION : Footings complete ■ PROPER BAR SIZE ■ PROPER GRADE STEEL ■ PROPER BAR SPACING ■ PROPER BAR CLEARANCE ■ PROPER SPLICES ■ CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS ❑ FINDINGS REPORTED TO ASTM STANDARD REINFORCING BARS # 3 - S19 # 6 - Sl 19 # 9 - Sl 28 # 14 - S143 #4 - Sl 13 # 7 - S122 # 10 - Sl 32 # 18 - Sl 57 # 5 - Sl 15 # 8 -Sl 25 # 11 - Sl 36 INSPECTED BY: A. Smead Dente Group A Terracon Company 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Stewart's Shops Queensbury, NY CLIENT: Stewart's Shops REPORT NO: F-17-155-7-31-17 CONTRACTOR: Baldwin & Sons CONCRETE SUPPLIER: Joints Galusha DATE: 7-31-17 LOCATION: Footings-complete JOB NO: FDE-17-155 Testing performed in general accordance with applicable ASTM standards: C31, C138, C143, C172, C173, C231 & C1064 Load No. Ticket No. Truck No. Cubic Yards Batched Start Empty Unit Weight Slump Air Temp. %Air Conc.Temp. Mix No. Set No.&Remarks (lb/ft') in. °F °F 1 820823 4561 10.0 1335 1405 1425 5.0 86 5.6 90 4000 Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA Testing performed in general accordance with applicable ASTM standards: C39, C511, C617 & C1231 Tested By:AS SET LABORATORY DATE DATE UNIT WT.OF CYL. AGE LOAD FRACTURE COMPRESSIVE NO. NO. RECEIVED TESTED AS RECEIVED (DAYS) (LBS) TYPE STRENGTH (psi) Field Results Reported to: 1 5175 8-1-17 8-7-17 147.5 7 96910 3 3430 Transported By:AS 5176 8-7-17 147.0 7 100980 2 3570 5177 8-28-17 148.0 28 Remarks: 5178 8-28-17 146.2 28 5179 146.2 H Weather: Mostly sunny 5180 147.2 H Reviewed By: Specification at 28 Days: 4K Average 28 Day Strength: Average 56 Day Strength: Dente Group A Terracon Company 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Stewart's Shops Queensbury, NY CLIENT: Stewart's Shops REPORT NO: F-17-155-7-31-17 CONTRACTOR: Baldwin & Sons CONCRETE SUPPLIER: Joints Galusha DATE: 7-31-17 LOCATION: Footings-complete I JOB NO: FDE-17-155 Testing performed in general accordance with applicable ASTM standards: C31, C138, C143, C172, C173, C231 & C1064 Load No. Ticket No. Truck No. Cubic Yards Batched Start Empty Unit Weight Slump Air Temp. %Air Conc.Temp. Mix No, set No.&Remarks (lb/ft') in. °F °F 1 820823 4561 10.0 1335 1405 1425 5.0 86 5.6 90 4000 Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA Testing performed in general accordance with applicable ASTM standards: C39, C511, C617 & C1231 Tested By:AS SET LABORATORY DATE DATE UNIT WT.OF CYL. AGE LOAD FRACTURE COMPRESSIVE NO. NO. RECEIVED TESTED AS RECEIVED (DAYS) (LBS) TYPE STRENGTH(psi) Field Results Reported to: 1 5175 8-1-17 8-7-17 147.5 7 96910 3 3430 Transported By:AS 5176 8-7-17 147.0 7 100980 2 3570 5177 8-28-17 148.0 28 118690 3 4200 Remarks: 5178 8-28-17 146.2 28 121390 2 4290 5179 146.2 H Weather: Mostly sunny 5180 147.2 H Reviewed By: _ o-2a.ti( Specification at 28 Days: 4K Average 28 Day Strength: 4250 Average 56 Day Strength: Dente Group A Terracon Company 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Stewart's Shops Queensbury, NY CLIENT: Stewart's Shops REPORT NO: F-17-155-8-1-17 CONTRACTOR: Baldwin & Sons CONCRETE SUPPLIER: Joints Galusha DATE: 8-1-17 LOCATION: Foundation wall JOB NO: FDE-17-155 Testing performed in general accordance with applicable ASTM standards: C31, C138, C143, C172, C173, C231 &C1064 Load No. Ticket No. Truck No. Cubic Yards Batched Start Empty Unit Weight Slump Air Temp. %Air Conc.Temp. Mix No. Set No.&Remarks (Ib/ft) in. °F °F 1 820863 4903 10.0 1500 1600 1640 7.0 89 5.2 93 4000 Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA Testing performed in general accordance with applicable ASTM standards: C39, C511, C617 &C1231 Tested By: AV SET LABORATORY DATE DATE UNIT WT.OF CYL. AGE LOAD FRACTURE COMPRESSIVE NO. NO. RECEIVED TESTED AS RECEIVED (DAYS) (LBS) TYPE STRENGTH(psi) Field Results Reported to: Dale 1 5235 8-3-17 8-8-17 147.7 7 112480 5 3980 Transported By:AS 5236 8-8-17 148.0 7 108620 5 3840 5237 8-29-17 147.2 28 119200 2 4220 Remarks: Retarder,tested 5238 8-29-17 148.5 28 129360 5 4580 before pump. 5239 148.2 H 5240 147.2 H Weather: Sunny Specification at 28 Days: 4K Average 28 Day Strength: 4400 Average 56 Day Strength: • `� P.O. Box 171 Middle Grove, NY 171 Phone: (518p) 584-8`28Q4 LAWRENCE H. RUTLAND, JR. Mobile: (518) 527-6383 E-mail lhrpe@nycap.rr.com August 2,2017 Chris Potter Stewart's Shops P.O. Box 435 Saratoga Springs,NY 12866 Re: Shop # 282 977 Rte. 149 I visited the referenced site on August 1, 2017 to visually inspect the installation of the septic system. All components were properly in place. Construction of the system was completed in a workmanlike manner. Since the Building Inspector had already seen the system I told the contractor that he could backfill the trenches and DBox. No further inspection is required Si nc erel"" y d utlac r. 379.51 that the electrical wiring to the electrical equipment listed below has been examined and is approved as noted below and is issued subject to the following conditions. being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date , 1 Owner: Stewarts Date- Occupant, 09/21/2017 Comm Location 997 Route 149 Occupancy Queensbury, Warren Co. NY Applicants_Non-Residential � Hilltop Construction Cindy Albrecht r "� 51 Crowley Rd. Hudson Falls, NY 1.2839, t Joseph A.Holmes No. - - - - - - - - - - -1452621359,542EL, Equipment: 225 -Amp. Service Equipment; 250 MCM --ervice Conductor; 6 -Switches; 54 - �captacles;,'82 - Fixtures; 1 - 30 Amp Water Heater; 1 - Pump; 2 -Vent`Fans; 2 - Emergency Lights; 4 - Exit/Emergency Light Combos; 3 -Time Clocks; 2 -500 KW Electric Heaters;,13;- Role Lights; 2 - Bard Units;2 - Hand Drygm,,4- Heat Tapes; 1 -Walk-In Cooler; 1 -Walk-In Freezer,4 -Cooler'Door:Lig - : 2;2 hts.; 2 'Thermostates; 3 - s; - 5-Amp Panels Amp Panel; 1 -40 Amp Panel _r = Compressor 2 ; 1 -60 This certiflcate applies to the electrical wiring to the electrical equipment listed Immediately null and void- This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein, Upon at change in the USB,occupancy or ownership inspection. No warranty is expressed or implied as to the mechanical safety, effi- of the property indicated above,this CQRificBte shall be immediately null and void. ciency or fitness of the equipment fpr any particular purpose. This certjficato shall In the event that this certificate becomee invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for inspection must be submitted to Mlddle etl to,the Introduction of adtlitional electrical equipment andlor the replacement of Department Inspacticn Agency, Inc. to initiate the inspection and revalidation any of the components installed as of the above noted date,this certlficals sh.;ll be process, A fee will be charged for this service. D , OCT b42017 TOWN OF QUEENSBURY BUILDING&CODES Nov. 6. 2017110: 12A MDIA No. 0830 P. 2/9 MIDDLE DEPARTMENT INSPECTION AGENCY, INC, ii5��that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Stewarts Date= 10/30/2017 Occupant: Comm. /Gas Location- 977 Route 149 OccupancyNon-Residential Queensbury,Warren Co. NY Applicant: � R. M_ Dalrymple Co., Inc. --' 15 Grace Moore Rd Saratoga Springs, NY 1:2866^ Joseph A.Holmes. -- _ No ;-14115413592913 LI. - - - - - - - - - - - - .. Equipment: 1 - GFI Receptacle; 4 - Dispensors; 3-Subrriersble'Pumps;8 Canopy—Ughts; 4 -`E-Stop Stations; 1 -Time Clock; 1 -EVO System IN This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a Change In the use.occupancy or ownership inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall be immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for Inspection must be submitted to Middle ed to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalldation any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service- V 2017 TOWN OF D &ECODB SRY _. w._.-__.1 Nov. 6. 2017110: I2A MDIA Na. 0830 P. 2/9 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. 'emeG&that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Stewarts Date: 10/30/2017 Occupant: Comm./Gas Location 977 Route 149 OccupancyNon-Residential Queensbury, Warren Co. NY Applicant: R. M. Dalrymple Co., Inc. --- 15 Grace Moore Rd Saratoga Springs, NY 12866 Joseph A.Holmes. __ No. - - - - - - - - - - - Equipment: 1 - GFI Receptacle; 4 - Dispensors; 3-8ubmersible' of m 8-Canopjrtfphts; 4 --E-Stop Stations; 1 - Time Clock, 1 EVO System This certificate applies to me electrical wiring to the electrical equipment fisted immediately null and void. This certificate applies only to the use,occupancy and some and the installation inspected as of the above noted date based on a visual ovmetahip as indicated herein. upon a change In the use.omupancy or ownership inspection. No warranty is expressed or implied as to the mechanical as".efh- of the property indicated above,this Certificate shall be immediately null and void- aancy or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invaded based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be,altered in any way,including but not lima. inspection Agency,Inc. An application for Inspection must be submitted to Middle etl to.tris irdroduc0an of additional elegdcel equipment anrUor me replacement of Department Inspection ggenry, Inc. to inflate the inspection and revallaation any of the Components installed as of the above nosed date,dus certfirate shall be pro0ess, A lee vnll De dhargad far This service. IECEO IE 201 VV NOV 0 6 2017 D �1 n TOWN OF QUEENSBURY BUILDING& CODES .Serving the Gi cater Consa uction Industry In the Tesang and Balancing of Air and fluid Systems Adirondack. Air Balance Co., Inc. i . a 342 Cleiidon Brook Road Queeiisbury, New York 12804 Phone (518) 798-6186 Fax (518) 792-4052 "Proviclirng experience and knowledge f)r of 2000 and beyond" TESTING AND BALANCING AGENCY: ADIRONDACK AIR BALANCE CO., INC. INSTRUMENT LIST For John C. Merry Instrument Manufacturer Model# Calibration Range Serial # Date Capture Hood Shortridge ADM 870 4/19/2017 0-2000 CFM M00210 Air Data Shortridge ADM 12/2/2016 0-2000 CFM M08668 Multimeter 860C Thermal TSI 9535-A 4/5/2017 0-6,000 FPM 9535A 131005 Anemometer Incline Dwyer 400 Not Required 0-12,000FPM Not Manometer 0-10" Required Magnehelics Dwyer 20020 Not Required 0-2.5" Not 2008 0-8" Required Sling Taylor 1330 Not Required 32-1 OOF Not Psychrometer Required PocketThermo- Taylor Not Required -40-18OF Not meter TA16903 Required Water Meter Alnor HM680 4/5/2017 0-300 PS1 70651020 i HVAC Clamp Fluke 902 12/2/2016 0-600V 7280202 Meter 0-600A Tachometer Shimpo DT-207L 4/13/2017 0-90,000 RPM D56B0073 I I Testing and Balancing Agency: Date: 9/22/2017 Adirondack Air Balance Co..Ine. Page: 1 of 1 Project#: 3139 I Project Name: Stewart's Shops Address: 977 State Route 149 Queenshury,New York 12504 AIR DISTRIBUTION TEST SHEET Terminal Room `terminal Design Test-FPM or CFM Final Number Number Type Size Factor FPM CFM Test 1 Test 2 Test 3 FPM CFM EF-1 (E) 1 Toilet ER 10x10 1.0 Hood 70 54 NR NR Hood 54 EF-1 (W) I Toilet ER 10x 10 1.0 flood 70 56 NR NR Hood 56 Bard Unit(E) 1 Unit OD 30x1 .21 714 150 725 NR NR 725 152* Bard Unit(E) 1 Unit OD 30x1 .21 714 150 725 NR NR 725 152* *- Set at2.5V I Adirondack Air Balance Co., Inc. Test and Balance Reports i Project: Stewart's Shops Address: 977 State Route 149 Queensbury, New York 12804 Certification: The systems herein have been tested and balanced to within tolerances specified in the plans and specifications or to within the limitations of the equipment installed. All the Testing i and Balancing has been performed in accordance with The Associated Air Balance Council andThe National Environmental Balancing Bureau. The results of those testti'are recorded herein. Date: 9/22/2017 By: n Jo n C. Merry f..thus HO n-i ,1 f ( . Blower Door Test Results Date: .� -' a� )0 17 Technician: John Blouch 518-275-5731 BPI ID 5009986 Location: I � 3 y Sa(g,Ada0c,Rd W, Ca,Etm S*L',0'- S SLY5 Building Information Floor Plan Area: Z700 SF Enclosed Volume: a 7 ocx-) CF Envelope Surface Area: _7100 SF Test Data �1 Test l: Pressure 7 �. 7 Flow go Test 2: Pressure 7�l. Flow SO 11 Test 3: Pressure ' 7�, Flow 3y 3 Average: Pressure ' 7 Flow 30,97 Results Air Changes Per Hour(75Pa): �.t�� ACH75 Leakage per SF (75Pa): © J I CFM75/SF �� 0. �� S s� P4ss Signature: john@ethoshomesllc. In 20 Jordan Lane www.ethoshomesllc.com (518)275-5731 Glenville,NY 12302 P.O. Box 171 Middle Grove, NY 171 Phone: (518) 584-8284 LAWRENCE H. R UT LA N D, .1 R. Mobile: (518) 527-6383 E-mail lhrpe@nycap.rr.com ".,V- t�l September 21, 2017 Chris Potter Stewart's Shops P.O. Box 435 Saratoga Springs,NY 12966 Re: Stewart's Shop Route 149 Queensbury, NY Chris Potter: The referenced shop was visited on this date and all electrical and mechanical equipment was fount be installed an accordance with the approved energy data sheets submitted. The building is structurally complete, interior fit up was on-going. The site work for the new building is as complete as possible until the old building is removed including the septic system and storm water basin and paving. Sincerel �- 7R�3 �,tc► Dente Group _ A Terracon Company ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: Stewart's Shops - Queensbury, NY JOB NO.: FDE-17-155 CLIENT: Stewart's Shops REPORT NO.: F-17-155-7-31-17 CONTRACTOR: Baldwin & Sons DATE: 7-31-17 ■ SPREAD FOUNDATION ❑ GRADE BEAM ❑ FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ❑ OTHER REFERENCE DRAWINGS : Al LOCATION : Footings complete ■ PROPER BAR SIZE ■ PROPER GRADE STEEL ■ PROPER BAR SPACING ■ PROPER BAR CLEARANCE ■ PROPER SPLICES ■ CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS ❑ FINDINGS REPORTED TO ASTM STANDARD REINFORCING BARS # 3 - S19 # 6 - Sl 19 # 9 - Sl 28 # 14 -Sl 43 #4 - Sl 13 # 7 - S122 # 10 -S132 # 18 - S157 # 5 - Sl 15 # 8 -Sl 25 # 11 - Sl 36 INSPECTED BY: A. Smead Dente Group A Terracon Company 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Stewart's Shops Queensbury, NY CLIENT: Stewart's Shops REPORT NO: F-17-155-7-31-17 CONTRACTOR: Baldwin & Sons CONCRETE SUPPLIER: Joints Galusha DATE: 7-31-17 LOCATION: Footings-complete I JOB NO: FDE-17-155 Testing performed in general accordance with applicable ASTM standards: C31, C138, C143, C172, C173, C231 & C1064 Load No. Ticket No. Truck No. Cubic Yards Batched Start Empty Unit Weight Slump Air Temp. %Air Conc.Temp. Mix No. Set No.&Remarks Ib/ft) in. °F °F 1 820823 4561 10.0 1335 1405 1425 5.0 86 5.6 90 4000 Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA Testing performed in general accordance with applicable ASTM standards: C39, C511, C617 &C1231 Tested By:AS SET LABORATORY DATE DATE UNIT WT.OF CYL. AGE LOAD FRACTURE COMPRESSIVE NO. NO. RECEIVED TESTED AS RECEIVED (DAYS) (LBS) TYPE STRENGTH(psi) Field Results Reported to: 1 5175 8-1-17 8-7-17 147.5 7 96910 3 3430 Transported By:AS 5176 8-7-17 147.0 7 100980 2 3570 5177 8-28-17 148.0 28 Remarks: 5178 8-28-17 146.2 28 5179 146.2 H Weather: Mostly sunny 5180 147.2 H Reviewed By: Specification at 28 Days: 4K Average 28 Day Strength: Average 56 Day Strength: Dente Group A Terracon Company 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Stewart's Shops Queensbury, NY CLIENT: Stewart's Shops REPORT NO: F-17-155-7-31-17 CONTRACTOR: Baldwin & Sons CONCRETE SUPPLIER: Joints Galusha DATE: 7-31-17 LOCATION: Footings -complete JOB NO: FDE-17-155 Testing performed in general accordance with applicable ASTM standards: C31, C138, C143, C172, C173, C231 &C1064 Load No. Ticket No. Truck No. Cubic Yards Batched Start Empty Unit Weight Slump Air Temp. %Air Conc.Temp. Mix No. Set No.&Remarks (lb/ft') in. °F °F 1 820823 4561 10.0 1335 1405 1425 5.0 86 5.6 90 4000 Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA Testing performed in general accordance with applicable ASTM standards: C39, C511, C617 & C1231 Tested By:AS SET LABORATORY DATE DATE UNIT WT.OF CYL. AGE LOAD FRACTURE COMPRESSIVE NO. NO. RECEIVED TESTED AS RECEIVED (DAYS) (LBS) TYPE STRENGTH(psi) Field Results Reported to: 1 5175 8-1-17 8-7-17 147.5 7 96910 3 3430 Transported By:AS 5176 8-7-17 147.0 7 100980 2 3570 5177 8-28-17 148.0 28 118690 3 4200 Remarks: 5178 8-28-17 146.2 28 121390 2 4290 5179 146.2 H Weather: Mostly sunny 5180 147.2 H Reviewed By: 0 ja Specification at 28 Days: 4K Average 28 Day Strength: 4250 Average 56 Day Strength: Dente Group A Terracon Company 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Stewart's Shops Queensbury, NY CLIENT: Stewart's Shops REPORT NO: F-17-155-8-1-17 CONTRACTOR: Baldwin & Sons CONCRETE SUPPLIER: Joints Galusha DATE: 8-1-17 LOCATION: Foundation wall I JOB NO: FDE-17-155 Testing performed in general accordance with applicable ASTM standards: C31, C138, C143, C172, C173, C231 & C1064 Load No. Ticket No. Truck No. Cubic Yards Batched Start Empty Unit Weight Slump Air Temp. %Air Conc.Temp. Mix No. Set No.&Remarks Ib/ft' in. `F °F 1 820863 4903 10.0 1500 1600 1640 7.0 89 5.2 93 4000 Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA Testing performed in general accordance with applicable ASTM standards: C39, C511, C617 & C1231 Tested By:AV SET LABORATORY DATE DATE UNIT WT.OF CYL. AGE LOAD FRACTURE COMPRESSIVE NO. NO. RECEIVED TESTED AS RECEIVED (DAYS) (LBS) TYPE STRENGTH(psi) Field Results Reported to: Dale 1 5235 8-3-17 8-8-17 147.7 7 112480 5 3980 Transported By:AS 5236 8-8-17 148.0 7 108620 5 3840 5237 8-29-17 147.2 28 119200 2 4220 Remarks: Retarder,tested 5238 8-29-17 148.5 28 129360 5 4580 before pump. 5239 148.2 H 5240 147.2 H Weather: Sunny Reviewed By: [Specification at 28 Days: 4K Average 28 Day Strength: 4400 Average 56 Day Strength: P.O. Box 171 Middle Grove, NY 171 Phone: (518) 584-8284 LAWRENCE H. RUTLAND, .JR. Mobile: (518) 527-6383 zo{tea L©r�c� n9trt Ez E-mail lhrpe@nycap.rr.com August 2,2017 Chris Potter Stewart's Shops P.O. Box 435 Saratoga Springs,NY 12866 A ` Re: Shop # 282 u I L 977 Rte. 149 I visited the referenced site on August 1, 2017 to visually inspect the installation of the septic system. All components were properly in place. Construction of the system was completed in a workmanlike manner. Since the Building Inspector had already seen the system I told the contractor that he could backfill the trenches and DBox.No further inspection is required Sincere-hill, utlanc�- r. �r1E y 1 5.B.L?# -I-8 " LANDS D5OF OF ' I GLEENSBURY COUNTRY GLUE),INC. 0 L.37O PS24/L.377q P.5O5 — .0 I `_0 0 _O 0 LAT O 4M..63>(- 414.83 414.81 �,. _LAT _LAT COUNTRY _ _-- ___ —�"�T– GLUBSI6N I LIATI -_______ PROP LAT 414.9'( i __O '� CH F "?K LA`T _ __ 418.48 I !I _ �__IELD`_-_ I i 418.81 _ AT .__LATS 420.08 _ 1 LAT �'*'_ ___ - LRT 'pp���,,, __ 41q.bq ',4► _ 420.'!3 _ 20.12 _..'.'___ '-crjtTJ t�`_ ��'.--x LAT DBOX DBOX LEACH FI�j� �. I LAT 0.11 -4 4AT6O 419.63 420.12 420. -_I__ SLAT ! DBOX DEA0 I N I ZABEL FILTER 421.90 DIST.HDX, _ –____ 41q.81 rl IN POLYLOK 420.32 ASL 1^!/GO\/ER^ --BASIN PIPE TO GRADE 414 N 42053 N PIPE r 1,250 GAL.TRAFFIC t RATED SEPTIC TANK 423.43 420.86 ' S ST MH PIPE .I 1 �42f.73 - 1 1,250 GAL.TRAFFIC P2112 OE sT I \3 RATED 6REA5E TRAP 4627.23 421.2 I 423.11 421. 422.26 T MH PI 6T 421.56 424.00 422.22 PIPE �\ 6T MH 6T ' 421.63 \ ' I PIPE - \ I ' PIPE- �IPE" - CLEANOUT \ �\ i \ _ \ Ar C r I I , I �-,LJ - i f ryI� \ til II r e ® C r y 898.70'TO CONCRETE1 I I MoN(M-ENT I I N8I°12'19"yt B U` 61 ................ Ro 14q � � I - I_ I J STORE NAME,ABBREVIATION 4 NO. —---_ OUEENSBURY - GUFF - 252 SITE LOGATION I fTl ROUTE 14cf - LAKE 6FOROE NY 12e>45 /w , i V �' Y ! ' DATE NO. DRAWN BY: <, 5_ REVISIONS ONS r cstm SGALE: I = 20' DATE: DRAWING NO. ¢ SAR.ATOGA SPRINGS, NY 128665" TEL. (518)581-1200 FAX (518)581-1206 - ALTS-1-NI-1 V V REB'O00)'ENT SY OTHER THAN AN TITLE- c J� AUTHORIZED LICENSED PROFESSIONAL ENGINEER 15 ILLEGAL SEPTIr/ S'r'STEM AS�BU I LT AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW LAND5 OF _ _ S.B.L.#266.03-1-9 T --.,_O COUNTRY GLUE,INC. L.310 P.524/L.379 P505 _ 0_-- __o - , S82°21 rr7°E 265.48' "�� O'_ 0__o O 0--_ ' o — 0- 0___0__0— _ 419.52-) -- _ r — '"". _� ---_0i LAT — 419b3><-__ _ __ 419.83 419.&1 Lor _ LA4 !.P� ;p COUNTRY _ LAT __' _ 419.97 " GLUE SIGN yr ' _ 419.48 4 A4GH FIELD --`- 07 _' 9 420. � 41-01 T 60_ __ LAT 420.09 _r ``'"——-- I LAT "' __. _ `-' LAT420.13 DEox Dwx 0.12 —' p _ LEAGN PIE(p �C r AT LAT O.I I _ (.t0' __ 419.63 T'"—_... __ '-'-— - � 420.12 420. -Xt-AT -- -- - I?Wx D60X ry ZA13EL FILTER 4200 I IN POLYLOK 420.3ZA2 BEL �GOVEIj -––_ LAT ll, BA51N PIPE TO 6RACE � w ry 420.53 PIPE 1250 6AL.TRAFFIC RATED 5EPTIG TANK I r 23MH 420b6 PIPE I I S 421.73 + 421.12 5T r 1,250 GAL.TRAFFIC, PIPE. I RATED 6REA5E TRAP 67.23 P212f ' 421. I 42226 423.PIPE' r 6T421.56 424.00 422.22 PIPE �\ 6T MH 6T \ 421.63 1 PIPE \\ ' I i i ' \ lLJ PIPE- \ CLEAWn \ \ ' i •ice'/ \ \ ' ' I \ � \ I \ A- A - ' v- 1 � I O I � o 00c 888.70'TO GONG A S* BU I LT i Noso ROUTE 0 C'c-r"nc�qzAq-7 00 STORE NAME,ABBREVIATION 4 NO. /�' I }� ' I �./ /'� GOUEENSBUR I GUEE 2a2 SITE LOCATION -1-1 ROUTE 14c - LAKE GEORGE, NY 12b45 s DATE t l0. REVI510i�5 t c�°�z''' DRAWN BY: GP . s a 1 11 = 20'h SCALE: t DATE: 8/30/11/ s �DRAWIN6 NO. + 1 � I 5ARATO0A 5PRIN65, NY 12866 AS-1 TEL. (518)581-1200 FAX (518)581-12Oq TITLE: ALTERATIONS TO THIS DOCUMENT BYOTHER THAN AN SEFTI G 5Y5TEM A5--BUILT AUTHORIZED UEGENSED PROFESSIONAL ENGIDINEER IS ILLEGAL AND A VIOLATION OF THE NEW YORK 5TATE EOUGATION LAW C.j f