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CC-000536-2016
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 WL Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: CC-000536-2016 Date Issued: Wednesday, May 17, 2017 This is to certify that work requested to be done as shown by Permit Number CC-000536-2016 has been completed. Tax Map Number: 303.10-1-12 Location: 616 QUAKER RD Owner: North Country Imports,Inc. Applicant: Lee Homing This structure may be occupied as a: Comm. Add. 4800 sq. ft. Comm.Alt. 720 sq.ft. By Order of Town Board w/septic alt. TOWN OF QUEENSBURY Cross Ref. SP PZ-0123-2016 J Issuance of this Certificate of Occupancy DOES NOT relieve the ` ,property owner of the responsibility for compliance with Site Plan, V 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. is 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-000536-2016 Tax Map No: 303.10-1-12 Permission is hereby granted to: North Country Imports,Inc. For property located at: 616 QUAKER 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: North Country Imports,Inc. Factory-Industrial-Addition $500,000.00 Owner Address: 616 Quaker RD Total Value $500,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Homing Construction Plans&Specifications Comm.Add. 4800 sq.ft. Comm.Alt. 720 sq.ft. w/septic alt. Cross Ref. SP PZ-0123-2016 $1,248.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,September 14,2017 (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`Qr ens +; edne d ptember 14,2016 SIGNED BY: L Y for the Town of Queensbury. Director of Building&Code En orcement • PRINCIPAL STRUCTURE APPLICATION Office Use Onlv Received Date: _t4 Tax Ma ID j („ p Permit No. C C—0co 5 Tax Map ID of_ /O — ! - 12 Permit Fee 1 z OD Zone C / AUG 15 WE Rec Fee. Historic Site Yes No Site Plan# SP PZ- I dV.;,o /, Subdivision Name Lot# Subdivision# Project Location ©1 A 1e&a 120.o 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). ApplicantOwner 1:tL o�a...,,.J4 kJ04T11 eou S,a oa? Address8 f �.� g Address I e.,t 4 C?aA"A 14.01ZDe0 , d." 12&Lb • ,tygu.�Y , ,LY /2SoQ Phone/E-mail /1)g 3/.O2o, Phone/E-mail 4O6 J4n1h,4AG4 e4t4WL. h Contact Person for Building&Codes Compliance: ea �o.•s. , ,.�4 Phone 518.SoG.5oG¢ TYPE OF CONSTRUCTION ,,'Check all that apply New Addition Alteration I'floor sf 2°"floor sf Total sf Height Single Family Two-Family Multi-Family (#of units Townhouse Business Office Retail-Mercantile Factory-Industrial Attached Garage (1, 2, 3, 4+) Other oto.wor,V Q tboo 12o 4 9O o Y 6 o6 /71O r. If commercial or industrial please indicate of business Au o W6 7,V6 S4LE,. 10A yL Town of Queensbury Building&Codes Principal Structure Application Revised September 2015 Proposed use of building or addition a vE s6/1✓,cam Source of Heat(circle one) Gas Otl Propane Solar Other Fireplace: Complete a separate application for Fuel Burning Appliances &Chimneys Are there structures not shown on plot plan? o Are there easements on the property? N o Site Information a. Dimensions or acreage of lot 4.-5,5 A c E s b. Is this a corner lot? &/a c. Will the grade be changed as a result of construction Yes _X. No d. Public water or Private well 0I4 LI c e. Sewer or Private Septic System g 040 62 Value of all work to be performed (labor or materials) $ '500,000 DECLARATION. 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. ' 2. If work is not complete 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/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 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: irE DATE: �3- ►z{• 1 t;o SIGNATURE: DATE: For office use only Operating Permit Issued: _Yes —No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes Principal Structure Application Revised September 2015 SEPTIC DISPOSAL PERMIT Office Use Only DATE g• (3. / �. Received Tax Map ID TAx MAP ID 3 O 3. 1 6 - /- /Z Permit No. Permit Fee LOCATION OF INSTALLATION G 14 QLA 19.4.t 12,9 Approvals: APPLICANT l 15& LL�A.1 16PHONE/E-MAIL `J/S. —50G-, '90:;-40 ADDRESS AA4 2.5e a wI �- 12520 INSTALLERMUILDER: 1 J01 Zr-j r.d e— G6,,.JAA�T PHONE/E-MAIL �t + O G '50ael ADDRESS: 14 9;4 Rwre' `3� MaaB•a�+ /V }' 12 828 0 Kjoard n✓.rr 2r X"OgM4 PHONE/E-MAIL Address <IG Q✓A4ig ¢O 928 04 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: j //L C.1= dswl•^44 PHONE S/S.$oG,5640 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed 1981-1991 Spa or Hot Tub installed _Y _N 1992-Present PARCEL INFORMATION Topography _Flat rolling _Steep slope _%slope AUG I b 2016 Soil Nature _Sand Loam /Clay Other Groundwater At what depth? - Bedrock/Impervious Material At what depth? Domestic Water Supply ,- Municipal _Well(if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size eoo gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ft.; Each trench x Seepage Pit with#3 stone How many: ;size Alternative System Bed or other type? Holding Tank System Total required capacity? 266 Tank size l a o a #of tanks 1 *10CA .^r4 o600.tC. QLe..1e 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 &approved. The installed system must match the septic system 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 know by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by thes and all a uirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: A 'M Date: IS -49S . Signature: Date: y Town of Queensbury Building&0 des Septic Disposal Permit July 2014 COMcheck Software Version 4.0.4.1 Envelope Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Cade Project Titie: North Country Subaru Location: Warren County,New York Climate Zone: 6a Project Type: Addition Vertical Glazing I Wall Area: 10% Construction Site: Owner/Agent: Designer/Contractor. 616 Quaker Road North Country Subaru Paradox Design Architects Queensbury,NY 616 Quaker Road PO Box 255 Queehsbury, NY 1`16heoye 1`6115,NY 14472 paradox.cj@gmall.com Building Area Floor Area 1-Automotive facility: Nonresidential 4320 2-Automotivefacility: Nonresidential 288 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U. or R-Value R-Value U-Factor Factory.) Perimeter Roof 1:Insulation Entirely Above Deck,[Bldg.Use 1-Automotive 4320 — 26.0 0.037 0.032 facility] Roof 2:Metal Building,Screw Down,Single Insulation Layer without 288 19.0 0.0 0.098 0.031 Thermal Blocks,[Bldg.Use 1-Automotive facility] Exterior Wall 1:Metal Building Well,Single Layer Mineral Fiber,[Bldg. 3120 19.0 0.0 0.084 0.052 Use 1-Automotive facility) Window 1:Metal Frame with Thermal Break:Fixed,Pert.Specs.: 82 — --- 0.130 0.360 Product ID Kawneer TR 9500,SHGC 0.55,[Bldg.Use 1-Automotive facility](b) Door 1:Insulated Metal,Non-Swinging,[Bldg.Use 1-Automotive 400 — — 0.130 0.130 facility] Door 2:Glass(>50%glazing):Metal Frame,Non-Fntranoe Door,Pert. 300 — — 0.050 0.770 Specs.:Product ID Kawneer 190 series,SHGC 0.55,[Bldg.Use 1- Automotive facility](b) Door 3:Insulated Metal,Swinging,[Bldg.Use 1-Automotive facility] 21 — — 0.150 0.370 Exterior Wall 2:Steel-Framed,16"o.c.,[Bldg.Use 2-Automotive 540 19.0 0.0 0.109 0.064 facility] Floor 1:Slab-On-Grade:Unheated,Vertical 2 ft.,[Bldg.Use 1- 192 -- 10.0 0.540 0.540 Automotive facility](c) Floor 2:Slab-On-Grade:Unheated,Vertical 2 ft,(Bldg.Use 2- 48 -- 10.0 0.540 0.640 Automotive facility](c) Project Title: North Country Subaru Report date: 09/13/16 Data filename: C:\Users\Charles\Documents\COMcheck\north country.cck Page 1 of 17 (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-tactors. Envelope PASSM Design 211 lecitterthan ..- 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 2014 New York Energy Conservation Construction C e requirements In COMcheck Version 4.0.4.1 and to comply with any applicable mandatory requirements listed In the Inspectl Checklist. GHr9�ajs �e�ltrlcral - — Name-Title -- Signature Da e i 40 (LEGIS •per' CNA p"Oy 04 Y M Project Title: North Country Subaru Report date: 09/13/16 Data filename: C:\Users\Charles\Documents\COMcheck\north country.cck Page 2 of 17 COMcheck Software Version 4.0.4.1 Interior Lighting Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: North Country Subaru Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: 616 Quaker Road North Country Subaru Paradox Design Architects Queensbury, NY 616 Quaker Road PO Box 255 Queensbury, NY Honeoye falls, NY 14472 paradox.cj@gmall.com Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Automotive:Servlce/repair 4320 0.70 3024 2-Automolive:Service/repair 288 0.70 202 Total Allowed Watts= 3226 Proposed Interior Lighting Power A B C D E Fixture ID: Description/Lamp I Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Automotive:Service/re pai r LED 1:LED Linear 17W: 4 36 68 2448 2-Automotive:Service/repair LED 2:LED Linear 17W: 4 4 68 272 Total Proposed Watts= 2720 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 applltatl n,The proposed Interior lighting systems have been designed to meet the 2014 New York Energy Conservation Construction ode requirements in COMcheck Version 4.0.4.1 and to comply with any applicable mandatory requirements listed in the Inspecilon Checklist. 6Ail Drlf S iahi t/ Name-Title Slgnatu Da� OGIST C,HAkIf d Project Title: North Country Subaru ,•' _ ;.r,,,/ Report date: 09/13/16 Data filename: C:\Users\Charles\Documents\COMcheck\north country.cck Page 3 of 17 COMcheck Software Version 4.0.4.1 Exterior Lighting Compliance Certificate Project Information Energy code: 2014 New York Energy Conservation Construction Code Project Title: North Country Subaru Project Type: Addition Exterior Lighting Zone 2(Neighborhood business district) Construction Site: OwnerlAgent: Designer/Contractor. 616 Quaker Road North Country Subaru Paradox Design Architects Queensbury,NY 616 Quaker Road PO Box 255 Queensbury,NY Honeoye falls,NY 14472 paradox.cj@gmall.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Illuminated area of facade wall or surface 960 f12 0.1 No 96 Total Tradable Watts(a)- 0 Total Allowed Watts= 96 Total Allowed-Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable arees/sudaoes. (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 I Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Illuminated area of facade wall or s cWce.,( Bg 0 ft2)'Non-tradable Wattage LED 1:LED PAR 10W: 1 9 10 90 Total Tradable Proposed Watts= 0 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented In this document Is consistent with the building plans, specifications,and other calcutanons submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2014 New York Energy Conservation Construction C94e requirements In COMcheck Version 4.0.4.1 and to comply with any applicable mandatory requirements listed In the Inspec I Checklist. e!5;Abl Rz Name-Title Sl—naturegDat 1STE�0 `t' Lgt.ES Rog c� F4T i rn Project Title: North Country Subaru ,, Report date: 09/13/16 es\Docum Data filename: C:\Users\Charl \tSpM-f t4ictiti'o country.cck Page 4 of 17 COMcheck Software Version 4.0.4.1 Mechanical Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Tule: North Country Subaru Location: Warren County,New York Climate Zone: 6a Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor. 616 Quaker Road North Country Subaru Paradox Design Architects Queensbury,NY 616 Quaker Road PO Box 255 Queensbury, NY Honeoye falls,NY 14472 paradox.cj@gmail.com Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Multiple-Zone): Heating:1 each-Central Furnace,OII,Capacity=44 kBtu/h Proposed E0lciency=00.00%Et,Required Efficiency=80.00%El Cooling:1 each-Single Package DX Unit,Capacity=9 kBtu/h,Alr-Cooled Condenser,No Economizer,Economizer exception:None Proposed Efficiency=15.00 SEER,Required Efficiency=13.00 SEER Fan System: None Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2014 New York Energy Conservation Construction Code requirements in COMcheck Version 4.0.4.1 and to comply with any applicable mandatory requirements listed in the Inspecti n Checklist. 1A Jwwotz Name-Title Signa r Dae t�G`Svs R08 i i rrA s of/ 4 k CA E �p4 Project Title: North Country Subaru Report date: 0983/16 Data filename: C:\Users\Charles\Documents\COMcheck\north country.cck Page 5 of 17 COMcheck Software Version 4.0.4.1 Inspection Checklist Energy Code: 2014 New York Energy Conservation Construction Code Requirements: 3.0% 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 ReviewComplies? Comments/Assumptions &Re .ID C303.2 -Plans and/or specifications provide all ❑Complies [PR1]1 information with which compliance ❑Does 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 ❑NbtObservable :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. 0103.2 Plans,specifications,and/or .❑Compiles [PR4]1 calculations provide all Information -❑Does Not -with.whichxompilance-can.be �❑Not Observable :determined forthe Interlor 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 ❑Complies [PRa]1 calculations provide.all.information. ❑Does Not :with which compliance can be '❑Not Observable .determined for the exterior lighting ❑Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed.Information :provided should Include exterior -.lighting power calculations,wattage of bulbs and ballasts,transformers and tdritr6l ddVitdi. C406 'Plans,specifications,and/or ❑Complies Requirement will be met. [PR9]1 -calculatlons provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the additional energy efficiency package options. .❑Not Applicable 04023.1 The vertical fenestration area<=30 ❑Complies [PR10]1 percent of the gross above-grade wall ❑Does Not area. []Not Observable '❑Not Applicable 1 JHIgh Impact(Tier 1) 12 IMedlum Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: North Country Subaru Report date: 09/13/16 Data filename: C:\Users\Chades\Documents\COMcheck\north country.cck Page 6 of 17 Section # Plan ReviewComplies? Comments/Assumptions & Re .ID C4023.1 'The skylight area <=3 percent of the ❑Complies [PR11]1 gross roof area. ❑Does Not ❑Not Observable ❑Not Applicable 0402.3.2. Skylights In office, storage, ❑Complies 2 automotive service, manufacturing, ❑Does Not [PR15]1 non-refrigerated warehouse,retail ❑Not Observable store,and distribution/sorting area .❑Not Applicable have a measured haze value> 90 percent unless designed to exclude direct sunlight. Additional Comments/Assumptions: 11 High Impact(1'Ier 1) 12 IMedlum Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: North Country Subaru Report date: 09/13/16 Data filename: C:\Users\Charles\Documents\cOMcheck\north country.cck Page 7 of 17 Section # Footing/Foundation Inspection Complies? Comments/Assumptions &Re .ID C402.2.6 'Slab edge insulation R-value. ❑Complies See the Envelope Assemblies table for values. [F0'3]' ❑Does Not []Not Observable ❑Not Applicable C303.2 !iSlab edge Insulation Installed per ❑Complies (F.O4]z._ ;manufacturer's instructions. []Does Not ❑Not Observable ❑Not Applicable C402.2.6 -'Slab edge Insulation depthpength. ❑Complles See the Envelope Assemblies table for values. (FO511 Slab insulation extending away from ❑Does Not building Is covered by pavement or 01\10'Observable >= 10 inches of soil. '❑NatApplieable 0403,2.8. Exterior insulation protected against ❑Complies 1 damage,sunlight, moisture,wind, :❑Does Not [FO611 ,Iandscaping and equipment []Not Observable (maintenance activities. !❑Not Applicable 0403.2.4: 'Freeze protection and snow/ice ❑Complies 5 - 'melting system sensors for future '❑Does Not [FO913 iconnectlon to controls. '❑Not Observable ❑Not Applicable C402.2.8 Bottom surface of floor structures ❑Complies -Exception:Requirement does not apply. [F012]3 Incorporating radiant heating ❑Does Not 'Insulated to>=R-3.5. :❑Not Observable:See the Envelope Assemblies table for values. ❑Not Applicable Additional Comments/Assumptions: 1 1HIgh Impact(Tier 1) 12 IMedlum Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: North Country Subaru Report date: 09/13/16 Data filename: C:\Users\Charles\Documents\COMcheck\north country.cck Page 8 of 17 Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Re AD C402.4.1, 'The building envelope contains a ❑Complies 0402.4.2 continuous air barrier that Is sealed In ❑Does Not (FR1611 an approved manner and either _❑Not Observable constructed or tested in an approved manner.Air barrier penetrations are ❑Not Applicable sealed In an approved manner. C402.4.3,.:Factory-built fenestration and doors ❑complies C402.4.4 are labeled as meeting air leakage ❑Does Not (FRA)3 requirements. ❑Not Observable ❑Not Applicable C402.4.7 !Vestibules are Installed on all building ❑complies [FR1713 entrances.Doors have self-closing _❑Does Not devices. []Not Observable ❑Not Applicable C402.3.3, Vertical fenestration U-Factor. .❑Complies See the Envelope Assemblies table for values. C402.3.4 -❑Does Not i [FR611 ❑Not Observable ❑Not Applicable C402.3.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR10)1 ❑Does Not :❑Not Observable ❑Not Applicable C303.1.3 'Fenestration products rated In ❑Complies (FR12]2 accordance with NFRC. ODoes Not .[]Not Observable ;Mot Applicable C303.1.3 Fenestration products are certified as :❑Complies (FR1311 'to performance labels or certificates ❑Does Not .provided. .❑Not Observable '❑Not Applicable .C4D2.2.7 U-factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values. [FR14]2 'with the building thermal envelope 0Does Not meets requirements. ❑NotObservable' :❑NotAppllcable . Additional Comments/Assumptions: 1 I High Impact filer 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: North Country Subaru Report date: 09/13/16 Data filename: C:\UserslCharles\Documents\COMcheck\north country.cck Page 9 of 17 Section # Mechanical Rough-In Inspection 1 complies? Comments/Assumptions &Re AD C403.2.3 'HVAC equipment efficiency verified. .❑Complies Seethe Mechanical Systems list for values. [ME5512 DDoes Not []Not Observable ❑Not Applicable 0402.4.5.-Stair and elevator shaft vents have ❑Complies 1 motorized dampers that automatically ❑Does Not [ME313 .dose. ❑Not Observable ❑Not Applicable C402.44. Outdoor air and exhaust systems have ❑Complies 2 motorized dampers that automatically ❑Does Not IME5813 shut when not in use and meet ❑Not Observable maximum leakage rates.Check gravity dampers where allowed. ❑Not Applicable C403.2.5. Demand control ventilation provided '❑Complies 1 for spaces>500 sq.ft.and>25 ❑Does Not [ME59]3 people/1000 sq.ft,occupant density []Not Observable. and served by systems with air side economizer,auto modulating outside ❑Not Applicable :alydamper control,or design airflow >3;000'cfm. C403.4.2- 'VAV fan >=7.5 hp are driven by :❑Complies See the Mechanical Systems list for values. IME7512 mechanical or electrical variable ❑Does Not ,speed drive,or driven by vane-axial -❑No[Observable .with variable speed blades,or operate ;with motor demand<=30%design ONot Applicable kW at 50%design flow-calculations required 0403.2.7 HVAC ducts and plenums Insulated. '❑Compnes [ME6013 Where ducts or plenums are Installed ❑Does Not An or under a slab,verification may :❑Nat Observable Inspection. :need to occur during Foundation ❑Not Applicable 0403.2.8. Piping Insulation exposed to weather '❑Complies 1 _. �is protected from damage(due to sun, ❑Does Not IME7]3 :,moisture,wind,etc.). .❑Not Observable ❑Not Applicable C403-.2.8 ,Thermally ineffective panel surfaces ofi❑Compiles IME4113 sensible heating panels have ❑Does Not :Insulation>-R-3.5. ❑Not Observable ❑Not Applicable C403.3.1. Total cooling capacity without ❑Complies a 'economizers must be less than ❑Does Not [NAI° %varMaxKBtuPerH%. .❑Not Observable ❑Not Applicable C403.2.7 Ducts and plenums sealed based on ❑Compiles [ME101z 'static pressure and location. -❑Does Not ❑Not Observable ❑Not Applicable C403.2.7. Ductwork operating >3 In.water ❑Complies 1.3 column requires air leakage testing. ❑Does Not [ME1113 ❑Not Observable- ❑Not Applicable C408.2.2, iAir outlets and zone terminal devices ❑Complies 1 have means for air balancing. ❑Does Not [ME53]3 ❑NotObservable - ❑Not Applicable 1 High Impact(Tier 1) 12 IMedlum Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: North Country Subaru Report date: 09/13/16 Data filename: C:\Users\Charies\Documents\COMcheck\north country.cck Page 10 of 17 Section # Mechanical Rough-In Inspection Complles7 Comments/Assumptions &Re ,ID 0403.2,10 HVAC fan systems at design ❑Complies Seethe Mechanical Systems list for values. 11 conditions do not exceed allowable ❑Does Not IME65]3 '.fan system motor nameplate hp or fan CINot Observable system bhp. ❑Not Applicable 0403.4,2.. VAV fan motors>=7.5 hp to be driven ❑complies [ME66]? .Eby variable speed drive,have a vane- ❑Does Not axial fan with variable pitch blades, or ❑Not Observable- -.have controls to limit fan motor demand. .❑Not Applicable C403.4.2. VAV fans have static pressure sensors ❑Complies I :positioned so setpoint a=1/3 total :❑Does Not [ME67]2 :design pressure. []Not Observable ❑Not Applicable C403.4.2. :Reset static pressure setpoint for DOC -❑Complies 2 ... controlled VAV boxes reporting to ❑Does Not [ME24]= central controller based on the zones []Not Observable ,requiring the most pressure. ❑Not Applicable C403.2.6 :Exhaust air energy recovery on .❑Complies [ME57]1 systems meeting Table C403.2.6 ❑Does Not []Not Observable ❑Not Applicable 0403.2.11:Unenclosed spaces that are heated .❑Complles IME7112 - use only radiant heat. ❑Does Not ❑Not Observable. ❑Not Applicable Additional Comments/Assumptions: 1 1HIgh Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: North Country Subaru Report date: 09/13/16 Data filename: C:\Users\Charles\Documents\COMcheck\north country.cck Page 11 of 17 Section # Rough-in Electrical Inspection Complies? Comments/Assumptions & Re .ID C405.2.2. 'Automatic controls to shut off all OComplies 1 building lighting installed In all ❑Does Not [EL2212 ;buildings. ONot Observable ONot Applicable C40S.2.1,.. Independent lighting.controls Installed ❑Complies 1 - per approved lightingplansand all ❑Does Not [EL23]2 manual controls readily accessible and [:]Not Observable visible to occupants. ONotApplicable C405.2.1. Lighting controls Installed to uniformly'.00omplles 2 reduce the lighting load by at least 'ODoes Not [EL1511 50%. .ONot Observable .❑Nat Applicable C405.2.2. Daylight_zones provided with :'❑Complies 3 Individual controls that control the .❑Does Not [EI-1612 lights independent of general area ❑Not Not lighting. ONot Applicable C40S.2.3 .Sleeping units have at least one OComplies [EL17]3.. "master switch at the main entry door ❑Does Not ;that controls wired luminaires and ❑Not Observable :switched receptacles. ONot Applicable C405.2.2. Occupancy sensors installed in ElComplies 2 required spaces. ;❑Does Not [EL18]1 :[]Not Observable ONot Applicable C405.2.2. .Primary sidellghted areas are ❑Complies 3 :equipped with required lighting :❑Does Not [EL20]1 :controls, ' ❑Not Observable. ONot Applicable 0405.2.2. :Enclosed spaces with daylight area ❑Complies 3 under skylights and rooftop monitors ❑Does Not [EL2111 are equipped with required lighting ❑ controls. Not Observable ONot Applicable 0405.2.4 ;Automatic lighting controls for exterior,[]Complies [EL25]2 ;lighting-Installed. '©Does Not ❑Not Observable ONot Applicable C405.2.3 :Separate lighting control devices for :❑Complies [EL411 specific uses installed per approved Oboes Not lighting pians. .❑Not Observable: .ONot Applicable . C405.3 Fluorescent luminaires with odd ❑Complies [EL1913 numbered lamp configurations that ❑Does Not are within 10 feet center to center(if .[--]Not Observable recess mounted)or are within 1 foot edge to edge(If pendant or surface :❑Not Applicable .mounted)shall be tandem wired. C405.4 'Exit signs do.not exceed 5 watts per ❑Complies [EL6]1 face. -❑Does Not .[]Not Observable ONot Applicable 1 JHigh Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: North Country Subaru Report date: 09/13/16 Data filename: C:\Users\Charles\Documents\COMcheck\north country.cck Page 12 of 17 Section # Rough-In Electrical InspectionComplies? Comments/Assumptions & Re .ID C405.6 'Exterior grounds lighting over 100 W Ikomplles [EL2411 provides>60 Im/W unless on motion ODoes Not sensor or fixture Is exempt from scope:❑Not Observable of code or from external LPD. ❑Not Applicable - C405.2.3. 'Additional Interior.lighting..power.. ❑compligs. [EL611 -allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable :automatically controlled and separated from general lighting, ❑Not Applicable Additional Comments/Assumptions: 1 JHIgh Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: North Country Subaru Report date: 09/13/16 Data filename: C:\Users\Charles\Documents\COMcheck\north country.cck Page 13 of 17 Section # Insulation Inspection coin plies? Comments/Assumptions & Re .ID C402.4.1. All sources of air leakage in the ❑Complies 1 building thermal envelope are sealed, .❑Does Not [IN111 :caulked,gasketed,weather stripped []Not Observable or wrapped with moisture vapor- .permeable wrapping material to Not Applicable minimize air leakage. C402.4.2. Roof R-value.For some ceiling ❑Complies See the Envelope Assemblies table for values. 1 systems,verification may need to ❑Does Not [IN211 occur during Framing inspection. I❑NotObservable - ❑Not Applicable 0303.2 Roof Insulation Installed per ❑Complies [IN3]1 manufacturer's Instructions.Blown or ❑Does Not :poured loose-fill Insulation is Installed []Not Observable only where the roof slope Is<=3 In EJ 12. Not Applicable ! C303.2 .Above-grade wail Insulation Installed ❑Complies [IN711 ;per manufacturer's instructions. ❑Does Not ❑Not Observable .'❑Not Applicable C402.2.5 :Floor Insulation R-value. :❑Complies See the Envelope Assemblies table for values. [IN812 ❑Does Not ❑Not Observable ❑Not Applicable C303.1. :Building envelope Insulation is labeled []Compiles [IN10]' with R-value or insulation certificate ❑Does Not jproviding R-value and other relevant .❑Not Observable data. ❑Not Applicable . C303.2.1 'Exterior insulation Is protected from ❑Complies [IN14]2 damage with a protective material. !❑Does Not Verification for exposed foundation ❑Not Observable 'Insulation may need to occur during :❑Not Applicable Foundation Inspection. C402.2.1 :Insulation Intended to meet the roof ❑Complies [IN17]3Insulation requirements cannot be ❑Does Not Installed on top of a suspended :❑Not Observable :ceiling.Mark this requirement !❑Not A Ilcable 'compliant if Insulation is installed pP :accordingly. C402,4.9 Vapor retarders on the interior side of '❑Compiles [IN1B]3 Jframed walls,floors and ceilings Roes Not where the framed cavity Is not []Not Observable (ventilated to allow moisture to escape.Does not Include below-grade []Not Applicable I assemblies. Additional Comments/Assumptions: 1 1HIgh Impact(Tier 1) 12 IMedlurn Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: North Country Subaru Report date: 09/13/16 Data filename: C:\Users\Charles\Documents\COMcheck\north country.cck Page 14 of 17 Section # Final inspection Complies? Comments/Assumptions &Re ,ID C402.4.6 Veatherseals Installed on all loading :❑Complies (F137]1 dock cargo doors. ❑Does Not :❑Not Observable ❑Not Applicable C403.2.4. Thermostatic controls have @.5"F :.QCompljes 2 deadband. ❑Does Not [F]3613 :(-]Not Observable ❑Not Applicable C403.2.4. 'Temperature controls have setpolnt ❑Complies 2 :overlap restrictions. ❑Does Not [F120]3 :❑Not Observable. ❑Nat Applicable 0403.2.4. .Each zone equipped with setback :❑Complies 3 controls using automatic time clock or :❑Does Not [F139]3 .programmable control system. ❑Not Observable :❑Not Applicable C403.2.4. Automatic Controls:Setback to 55°F '❑Complies 3 '(heat)and 85°F(cool);May clock,2- Does Not [94013 :hour occupant override, 10-hour :backup ;❑Not Observable! ❑Not Applicable C408.2.5. Furnished HVAC as-built drawings ❑Complies 1 submitted within 90 days of system ODoes Not IF1713- )acceptance. ;❑Not Observable: ,❑Not Appllcable C303.3, :Furnished O&M manuals for HVAC :❑Complies C408.2.5: systems within 90 days of system !❑Does Not [FI8]3.- ;acceptance. [F ❑Not Observable ❑Not Applicable C408.2;5. :Analrand/or-hydronk3ystem :❑Complies 3 •balanclng report is provided for HVAC ';❑Does Not [F143]1 ,systems. !❑Not Observable: ❑Not Applicable 0408.23. ,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 0404:4.8 ;Recessed luminaires In thermal ❑Complies [F126]3 envelope to limit Infiltration and be IC !❑Does Not ,rated and labeled.Seal between I❑Not Observable: Anterior finish and luminaire housing. ❑Not Applicable 0403.2;2, ;HVAC systems and equipment !❑Complies [FI2713 capacity does not exceetl[alculated E Does Not loads, !❑Not Observable! ❑Not Applicable G408.2.5. ;Furnished as-built drawings for :❑complies 1 ;electric power systems within 30 days ❑Does Not [FI1613 !of system acceptance. .[]Not Observable ❑Not Applicable 11 High Impact(Tier 1) 12 IMedlum Impact Crier 2) 3 Low Impact(Tier 3) Project Title: North Country Subaru Report date: 09/13/16 Data filename: C:\Users\Charles\Documents\COMcheck\north country.cck Page 15 of 17 Section # Final inspection Complies? Comments/Assumptions & Re .ID C303.3, Fumished C&M Instructions for ❑Complies C408.2.5. 'systems and equipment to the ❑Does Not 2 'building owner or designated ❑Not Observable [FI17]3 :representative. ❑Not Applicable 0405.5.2 Interior Installed lamp and fixture "Compiles See the Interior Lighting fixture schedule for values. 1FI18]1 .lighting power is consistent with what -❑Does Not :Is shown on the approved lighting ❑Nat Observable plans,demonstrating proposed watts are less than or equal ❑Not Applicable ual to allowed pp able watts. 0405.6.2 .Exterior lighting power Is consistent '❑Complies See the Interior Lighting fixture schedule for values. [FI19]1with what is shown on the approved ❑Does Not .lighting plans, demonstrating ❑Not Observable proposed watts are less than or equal ❑Not Applicable to allowed watts. C408.2.1 Commissioning plan developed by ❑Complies [F12811 registered design professional or ODoes Not - approved agency: :❑Not Observable ❑Not Applicable C408.2.4 'Preliminary commissioning report ;❑Complies [FI2911 completed and certified by registered ❑Does Not design professional or approved ❑Not Observable _agency. ❑Not Applicable C408.2.5. !Final commissioning report due to :❑Compiles 4 building owner within 90 days of ❑Does Not (FI3011 receipt of certificate of occupancy. :❑Not Observable ❑Not Applicable C408.2.3. 'HVAC equipment has been tested to ❑Complies 1 ensure proper operation. ❑Does Not [FI3111 []Not Observable i❑Not Applicable C408.3 Lighting systems have been tested to `.❑Complies [F13311 ensure proper calibration,adjustment, !❑Does Not .programming, and operation. ❑Not Observable ❑Not Applicable 0408.3 'Lighting systems have been tested to I❑Complles [FI4811 ensure proper calibration,adjustment, ❑Does Not 'programming,and operation, ❑Not Observable ❑Not Applicable C406 :Efficient HVAC performance,efficient OComplies Requirement will be met. [FI3411 lighting system,or on-site supply of ❑Does Not 'renewable energy consistent with :❑Not Observable what Is shown the approved plans. '❑Not Applicable Additional Comments/Assumptions: 1 JHIgh Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tler 3) Project Title: North Country Subaru Report date: 09/13/16 Data fliename: C:\Users\Charles\Documents\COMcheck\north country.cck Page 26 of 17 Project Title: North Country Subaru Report date: 09/13/16 Data fliename: C:\Users\Charles\Documents\COMcheck\north country.cck Page 17 of 17 �r�k• �I r,.,i�rJle� rth Country Imports Inc. � SUBARU 616 Quaker Road C L> . . � / Queensbury New York � (518) 798-1577 MAY-11 tr17 TOWN OF QUEENS6URY A Letter of Intent to Resolve Site lighting ZONING OFFICE ,�r North Country Subaru We at North Country Imports Inc. (North Country Subaru) have been investing heavily in our property located at 616 Quaker road. We have completed construction of the addition to our primary building at that site and we are seeking a Certificate of Occupancy. The final site inspection for the project was failed do to pre-existing unapproved lot lighting. The lighting fixtures in question were installed on pre-existing poles to replace inefficient and outdated fixtures. These were installed prior to the commencement of the construction project in question. Their presence on-site caused the caused a discrepancy with the site plan that was submitted for the addition project. To resolve this,we are in the process of attaining a corrected site plan, including specifications for the fixtures that are already in place. We intend to present this plan to the Planning Board in July 2017 and seek approval of the existing lighting. Jared Lendrum / V.P. ' ed Operations North Country Subaru FRASER ENGINEERING AND DESIGN SERVICES �r A Company 767070 Chase Road Lima,New York 14485 WTelephone: 585-582-2533 fax 585-582-2544 CC -55Ap .25.E 1 tO April 21,2017 E 6 E O V Code Enforcement D Town of Queensbury APR 2 4 2017 742 Bay Road Queensbury,New York 12804 TOWN OF QUEENSBURY BUILDING&CODES RE: North Country Imports, Queensbury,New York Dear Sirs, I have been asked to provide written verification that the foundation system for the addition at the above address,was installed per the plans provided by my firm. Per my belief,they were with some minor verbal variations regarding the locations of concrete reinforcing at a floor trench drain that was approved by myself. However,neither I nor anyone from this firm provided daily special instructions hence; I am reliant on the special inspection company, Atlantic Testing Laboratories and contractor,Horning Construction, for installation parameters. Some minor variations were noted in steel reinforcement placement and concrete set time were noted but it is my opinion that these do not represent a significant variation to the intended performance of this foundation system. I have no reason to believe that the plans or installation were significantly altered other than stated above and the building foundation will perform as required. If I can be of further assistance,please contact me at your convenience. Best regards, Fraser Investigati nginee ' g Services, P.C. Thomas N.Fraser,PE, CFEI,PI Cc: Lee Horning, Horning Construction Charles Johnson,Architect fraseries.com --S- yo,I10 *' I) CLFIRE MARSHAL'S OFFICE -rb L& Toxon of Queensbury 742 Bay Road, Queensbury, NY 12804 " Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW North Country Imports 616 Quaker Road CC-000536-2016 4800sf addition Plan review based on submittals, and are in addition to those provided by Dave Hatin: • Verify function of exit/ emergency lighting • Provide door and hardware schedule • Verify FE location • Carbon Monoxide detection is required h� Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fi r e M a r s h a I's Off i c e • P h o it e: 518-761-8206 F a x: 518-745-4437 (rremarsltaftiteensbunt.net • zuww.queensbumnet NYS UNIFORM FIRE PREVENTION AND BUILDING CODE COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES NYS BUILDING CODE (B) // NYS FIRE CODE (F) Owner/Project: f`,,,,, NYS PLUMBING CODE (P) NYS Building loca 'on• ��,( /(,/ MECHANICAL CODE (M)NYS FUEL GAS Date: 0 (o CODE(FG) Reviewer: h NYS ENERGY CODE(E) No Topic Section Req'd or Allowed Actual 1 Occupancy B-302 2 Type of Construction Materials Comb/Non B-602 L Fire Resistance B-Table 601 Structural Frame Bearing walls Floors Roof construction 3 Bldg Height&Area B-503 Tabular Height(feet) B-Table 503 Tabular Height(story) /-7/ Tabular Area 4 Height Modifications Sprinkler Increase allowed B-504.2 Total Height Allowed 5 Area Modifications Area increase formula B-506.1 Eq 5-1 A,={At+ [A,x 1f) + [A,x 1,)) Frontage Increase B-506.2 Eq 1f= [F/P-0.25)W130 (P) perimeter of bldg 5-2 (F)frontage of bldg (W) average width Min 20' Max 30' Sprinkler Increase Single story B-506.3 300%(l,= 3) Multi story 200% (1,=2) Total Area Allowed Page 1 of 11 u ^� No Topic Section Req'd or Allowed Actual 6 Area Determination 506.4 3 stories or more (Cumulative) 3 x A,_ Mixed Occupancy 506.4.1 Non-separated Most restrictive x 3 Separated uses Sum of Ratios x 2 (2 story) X 3 (3 story) 7 Multiple Use Bldg Incidental Use Areas B-508.2 No effect on Bldg Area B-Tb1508.2 Separate/Protect Mixed Occupancy 508.3 Accessory Occupancy 508.3.1 <10%,no effect on area Story height limited-T503 Non-separated 508.3.2 Most restrictive height and building area Separated Uses 508.3.3 Sum of Ratios< 1 Rating required Tbl 508.3.3 8 Atriums B-404 Definition B-404.1.1 Sprinkler Protection B-404.3 Smoke Control B-404.4 Enclosure B-404.5 Interior Finish B-404.7 Travel Distance B-404.8 9 Location on Property Fire Separation Distance Wall rating B-Tbl 602 Exterior Wall Openings B-Tb1704.8 Page 2 of 11 No Topic Section Req'd or Allowed Actual 10 Fire Rated Const'n Fire Walls B-705 Separate Bldgs B-705.1 Party Wall B-705.1.1 Fire Barrier B-706 Fire Areas B Tbl 706.3.9 Shaft Enclosure B-707 �4 1 c Fire Partition B-708 /U -- X— �+- Smoke Barriers B-709 Opening Protectives B Tbl 715.4 Concealed Spaces B-717 If combustible construction Fire Blocking B-717.2 Draft Stopping B-717.3 Floors B-717.4 Attics it Interior Finishes Wall and Ceiling B-803.1 B-Tbl 803.5 Textiles B-803.6 Floor finishes B-804 12 Interior Environment iz Ventilation B-1203.1 qt Light B-1205.1 Min. Rm. Dimensions B-1208.1 Min. Ceiling Height B-1208.2 Page 3 of 11 No Topic Section Req'd or Allowed Actua 1 13 Exits-Occupant Load B-Tbl 1004.1.1 (a) Egress Width B- 1005.1 (per occupant) B-Tb11005.1 Number of Exits B Tbl 1019.1 /�� Spaces with one B Tbl 1015.1 U Buildings with one B Tbl 1019.2 Ceiling Height B- 1003.2 Egress Illumination B-1006.1 Emergency Power B-1006.3 Exit Signs-where B- 1011.1 1-4L /ell Emergency Power B-1011.5.3 13 Egress Components (b) Doors Door Size B- 1008.1.1 Door Swing B- 1008.1.2 O�— Operation(locks) B-1008.1.8 Panic Hardware B-1008.1.9 Stairs Width B-1009.1 Headroom B-1009.2 N� Tread/Riser B-1009.3 Vertical Rise B-1009.6 Handrails B-1012 13 Exit Access j (c) Remoteness B-1015.2 Travel Distance B-1016.1 B-Tbl 1016.1 Corridors Fire Rating 8-1017.1 1 Tab 1017.1 Width B-1017.2 ��eG� Z kxx� Dead ends B-1017.3 Page 4 of 11 14 H/C ACCESS Exempt Spaces B-1103.2 Route B-1104.1 Multilevel exception B-1104.4 3000SF aggregate Public Entrances B-1105.1 60%accessible / Parking B-Tbl 1106.1 Dwelling/sleeping units B-1107 Group R-1, R-2 B-1107.6 #/type of units B-Tb 1107.6.1.1 Additional Facilities B-1109 1' Toilet Facilities B-1109.2 15 Exterior Wall Water resistive barrier 1403.2 Condensation protection B-1407.3 Class III allowed B-Tab 1407.3.1 Combustible Finishes 1406.2 B-T 1406.2.1.2 Balconies& projections B-1406.3 16 Roof Assemblies Chapt15 Performance Req'ts Section 1504 Gravel/Stone B-1504.8 limitation B-Tab 1504.8 B-1507 Installation by Material Page 5 of 11 17 Structural Documentation 1603.1 Topic Information required Designer documentation Required/Local conditions 1603.1.1 Uniform distributed Table 1607.1 Floor Live Concentrated Impact 1607.8 1603.1.2 Roof live 1603.1.3 Ground snow Pg Fig 1608.2 Roof snow IVer„r °l —� Flat roof Pf ASCE 7 Sec. (P7=.7 PfQCd 7.3 Exposure Ce Importance I Table 7-1 Thermal Ct Table 7-4 Table 7-3 1603.1.4 Wind speed Fig 1609 Wind loads Occupancy Category Tab 1604.5 Importance factor 1 ASCE 7, Tab 6-1 Exposure 1609.4 Internal pressure Components, Cladding 1603.1.5 Occupancy Category Table 1604.5: Earthquake Importance Factor design Zip S,and Sl Ss S1 Soils/Site Class SDC per Tab's 1613.5.6 (1)&(2) Completed by CEO S,s and Sal Site Sa: SDC Seismic Design Cat'y Sal I&II III IV A Page 6 of 11 17 Structural Documentation 1603.1 Topic Information required Designer documentation Required/Local conditions Force resisting system Design base shear B Response coeft,CS C Response factor(s), R D Analysis procedure E 1603.1.6 Flood Hazard Y/N FIRM/FBFM map date Flood load Elev'n lowest floor (1612.5) Elev'n dry floodproof High velocity wave Y/N Elev'n lowest horizontal member 1603.1.7 List loads and applicable Special code sections loads 1603.1.8 Submittal Required FOR: Special SDC 2 C Resisting Inspections Sys (Seismic) SDC 2: D Designated Sys SDC ZC Components Page 7of11 No Topic Section Req'd or Allowed Actual 18 Fire Protection Eq'p Supervisory Service B-901.6 �'f W Sprinkler Systems F/13-903 /uI Where required F/13-903.2 Alt. Extinguishing Syst's F/13-904 Standpipe Systems F/13-90S Fire Extinguishers F-906 Fire Alarm Systems F/13-907 Where required F/13-907.2 Smoke Alarms F/B-907.2.10 Visible Alarms F-907.10.1 B-907.9.1 Smoke Control System F-909 Smoke Vents F-910 Kitchen Hood Ext' F-609.8 Page 8 of 11 No Topic Section Req'd or Allowed Actual 19 Plumbing Code Fixture Count P-Tbl 403.1 General Requirements Pipe Freezing P-305.6 Pipe Hangers P-Tbl 308.5 Water Supply Service Pipe Size P-603.1 Fixture Pipe Size P-Tbl 604.5 Pipe Material P-Tbl 605.4 Valves required P-606.1, 606.2 Sanitary Drainage/Vent DWV Pipe Material P-702 Drain Fixture Units P-Tbl 709.1 Bldg Drain Sizes P-Tbl 710.1(1) Stack and Branch size P-Tbl 710.1(2) Fixture vent location Waste Vent Size Air Admittance P-Tbl906.1 Valves P-Tbl 910.4 P-917 20 Mechanical Code Ventilation Rates M-Tbl 403.3 Propane Ventilation M-502.9.10.1 Dryer Exhaust M-504 Kitchen Exhaust M-506 Kitchen Hoods M-507 Type 1 hood Kitchen Make-Up Air M-508 Cooking Fire Supres'n M-509 Plenums M-602 Fire&Smoke M-607.5 Dampers M-701 Combustion Air M-202 Confined Spaces—Def. Page 9 of 11 No Topic Section Req'd or Allowed Actual 21 Fuel Gas Code Appliance Location FG-303 Combustion Air FG-304 Clearance Reductions FG-Tbl 308.2 Pipe Material FG-403 Shut Off Valves FG-409 Chimney Termination FG-Fig. 503.5.4 Gas Vent Termination FG-Fig. 503.6.4 Exit Terminal Location FG-503.8 Clothes Dryer Exhaust FG-614 Unvented Room FG-621 Heater 22 Energy Code /' I G J,�C <✓ (a) Climate Zone E-Tab 301.1 Compliance Path ❑ ASHRAE. ASHRAE ❑ Prescriptive E-502-505 ❑ Total E-506 Performance E-501.2 except (Mandatory Software issues) ❑ ComCheck Page 10 of 11 No Topic Section Req'd or Allowed Actual �3 23 Energy Code Prescriptive (b) Building Envelope E-502 Opaque elements E-Tab 502.2(1) UvKc— Fenestration E-Tab 502.3 Vapor retarder E-502.5 Mechanical System E-503 Service Water Heating E-504 Lighting and Power E-505 Page 11 of 11 P.,% RAIDOX ECEUVE0 DlES1G ; A'PR102017 April 7, 2017 H TOWN OF QUEENSBURY BUILDING&CODES A R C H I T E C T U R E John O'Brien, Building Inspector Town of Queensbury INTERIORS 742 Bay Road Queensbury,NY 12804 RE: North Country Imports Addition CHARLES JOHNSON Dear Mr. O'Brien, This letter shall be considered the Certificate of Completion for the above referenced project. I have completed several on site construction observation visits during the course of construction. I have observed the completed construction work to date and can state that to the best of my knowledge, information and belief, insofar as structural, fire, health and life safety are concerned,the work completed is in general compliance with the construction drawings, specifications and addenda as prepared by Paradox Design Architects and approved by the Town of Queensbury. This Etter will serve to inform the Toavc.that canstructien is complete and to request the Town of Queensbury inspect the completed work and issue a Certificate of Occupancy. Should you have any questions or comments please do not hesitate to contact me. ADIRONDACK OFFICE Best regards, Long Alley Saratoga,NY 12866 Tel/Fax 518.583.0027 Charles Jo n, principal cc: Lee Homing FINGER LAKES OFFICE P.O.Box 255 Honeoye Falls, NY 14472 Tel/Fax 585.624.5930 ATLANTIC TESTING LABORATORIES Albany 22 Corporate Drive Clifton Park,NY 12065 516-383-9144(T) WBE certified company ailanlictesting.com August 23, 2016 Horning Construction 1484 Route 9 Telephone: 518-506-5060 Moreau, New York 12828 Attn: Mr. Lee Homing Email: leehomino1464(cDgmail.com Re: Special Inspection and Construction Materials Engineering and Testing Services North Country Imports Queensbury. New York ATL No. AT998-1879-08-16 Ladies/Gentlemen: In accordance with the written request for proposal, dated August 22, 2016, the following items are attached for the referenced services. AGREEMENT for Special Inspection and Construction Materials Engineering and Testing Services EXHIBIT A- Scope of Services EXHIBIT B- Fee Schedule ATL is WBE certified by the New York State Department of Economic Development, Division of Minority &Women's Business Development. Atlantic Testing Laboratories, Limited (ATL) will initiate the Scope of Services described in EXHIBIT A, in accordance with the Fee Schedule listed in EXHIBIT B, upon the return of two original executed AGREEMENTS with exhibits to: Atlantic Testing Laboratories, Limited Contracts Department PO Box 29 6431 US Highway 11 Canton, New York 13617 One original countersigned AGREEMENT will be returned to your office. Thank you for the opportunity to submit a proposal for the referenced services. We look forward to your response. Sincerely, ATLANTIC TESTING LABORATORIES, Limited e'6 Andrew A. Jarmak, I;E. Operations Manager AAJ/CJRljgl Attachments Binghamton ♦ Canton ♦ Elmira ♦ Plattsburgh • Poughkeepsie ♦ Rochester Syracuse Utica • Watertown ATL No.AT998.187948.19 August 23,2016 Homing Construction Page 1 of 5 AGREEMENT FOR SPECIAL INSPECTION AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING SERVICES This AGREEMENT is by and between Homing Construction 1484 Route 9 Moreau, New York 12828 Herein referred to as CLIENT and Atlantic Testing Laboratories, Limited PO Box 29 6431 US Highway 11 Canton, New York 13617 Herein referred to as ATL, who agree as follows: A. DECLARATIONS: CLIENT by virtue of the mutual execution of this document retains ATL to provide Special Inspection and Construction Materials Engineering and Testing Services associated with CLIENT's project, herein referred to as the PROJECT, and described as follows: North Country Imports 616 Quaker Road Queensbury, Saratoga County, New York This AGREEMENT represents the entire and integrated AGREEMENT between CLIENT and ATL and supersedes all prior negotiations, representations, or agreements, either written or oral. This AGREEMENT may be amended only by written instrument, signed by authorized representatives of both CLIENT and ATL. B. SERVICES: ATL shall provide Special Inspection and Construction Materials Engineering and Testing Services for the PROJECT In accordance with the Scope of Services described in EXHIBIT A, attached hereto and made part of this AGREEMENT, and in accordance with the Terms and Conditions in Item F below. C. FEES: All services provided on the PROJECT will be invoiced in accordance with the Fee Schedule in EXHIBIT B, attached hereto and made part of this AGREEMENT. D. PAYMENT TERMS: Invoices will be submitted in accordance with the fees in EXHIBIT B and the actual services rendered. Invoices are due when rendered and payable in US dollars. Accounts past due 10 days are subject to a service charge of 1.5% per month or an annual percentage rate of 18%. E. CONTRACT DURATION: This AGREEMENT shall continue in force until December 31, 2016, unless terminated earlier by mutual agreement or as described hereinafter. This AGREEMENT may be extended beyond the aforementioned date only by written agreement between CLIENT and ATL. F. TERMS AND CONDITIONS: 1. DEFINITIONS OWNER—Entity that possesses ownership rights and control over the PROJECT. CLIENT - The public body or authority, corporation, association, firm, or person with whom ATL has entered into this AGREEMENT for services to be provided. ATL No.AT998-1879.0&19 August 23,2016 Homing Construction Page 2 of 5 ATL - Atlantic Testing Laboratories, Limited, with Corporate Offices located at PO Box 29, 6431 US Highway 11, Canton, New York 13617. The firm retained to provide services as stated in this AGREEMENT. 2. RIGHT OF ENTRY CLIENT will provide for right of entry of the employees, agents, or subcontractors of ATL to perform and complete the work that is the subject of this AGREEMENT. CLIENT authorizes ATL and/or its representatives to enter and examine the subject property and/or subject building(s) and if applicable, to extract samples for subsequent laboratory analysis, in accordance with the Scope of Services contained in EXHIBIT A of this AGREEMENT. Further, CLIENT authorizes ATL to make oral and/or written inquiry of appropriate federal, state, and local government agencies or authorities in respect to the services being rendered. 3. JOB6SITE ACTIVITIES ATL will be responsible for providing services consistent with the Scope of Services contained in EXHIBIT A of this AGREEMENT. In no event shall ATL be responsible or liable for construction means and methods, jobsite superintendence, construction sequencing and/or coordination, or safety in, on, or about the jobsite. 4. HEALTH AND SAFETY The OWNER, or CLIENT, as the OWNER's representative, is responsible for providing safe access to and on the project site in accordance with all applicable federal and state safety laws and regulations, including, but not limited to, relevant provisions of the OSHA standards. The more stringent of those or any site speck health and safety programs and procedures shall prevail. In addition to the laws, standards, and regulations above, the OWNER, or CLIENT, as the OWNER's representative, and any agents thereof, including contractors and subcontractors, shall adhere to ATL safety requirements while within the exclusion zone work area established by ATL. 5. OWNERSHIP AND REUSE OF DOCUMENTS All data compilation, reports, photographs, and/or drawings produced by ATL as instruments of service, in accordance with this AGREEMENT, shall not be used or reused for unrelated extrinsic purposes by either CLIENT or ATL, without the prior written consent of the other party_ CLIENT agrees to compensate ATL, in accordance with the terms of the agreement, for all documents and other work produced by ATL as instruments of service. Failure to compensate ATL for services rendered under this AGREEMENT forfeits CLIENT's right to ownership and use of ATL's instruments of service for any purpose. ATL will retain all pertinent records relating to the services performed in accordance with ATL's record retention policy. The records will be made available to CLIENT at all reasonable times upon request and for the cost of retrieval and reproduction. S. SUCCESSORS AND ASSIGNS CLIENT and ATL each bind themselves, their partners, successors, assigns, and legal representatives to the other party of this AGREEMENT and to the partners, successors, assigns, and legal representatives of such other party, in respect to all covenants of this AGREEMENT. Neither CLIENT nor ATL shall assign, sublet, or transfer its interest in the AGREEMENT without the written consent of the other. ATL No.AT998.1879-08.19 August 23.2018 Homing Construction Page 3 of 5 7. LIMITATIONS OF LIABILITY To the fullest extent permitted by law, CLIENT agrees to limit the liability of ATL and its directors, officers, consultants, agents, employees, subcontractors, and respective shareholders for any and all claims, losses, damages, expenses or claim expenses (including attorneys' fees) arising out of this AGREEMENT, from any cause or causes whatsoever, so that the total aggregate liability of ATL and its directors, officers, consultants, agents, employees, subcontractors, and respective shareholders shall not exceed ATL's total fee for services rendered under this AGREEMENT, or $50,000, whichever is greater and regardless of the legal theory under which liability is imposed. Such causes by way of example include, but are not limited to: (a) professional negligence, including errors, omissions, or other professional acts; (b) strict liability; (c) breach of contract; (d) environmental contamination resulting from handling, transport, storage, discharge, dispersal or release of hazardous materials; and (e) including without limitation, CLIENT claims of contribution and indemnification with respect to third-party claims. ATL will not be responsible for any loss, damage, or liability arising from any acts by the OWNER, CLIENT, as the OWNER'S representative, and any agents, staff, contractors, or other consultants. ATL will be responsible only for the instruments of service fumished by it, but shall not be responsible for the interpretation and/or misuse by others of the information developed. CLIENT agrees to indemnify and hold ATL harmless from and against all claims, damages, losses, and expenses arising from the interpretation and/or misuse by others of instruments of service provided by ATL. Relevant to ATL services provided under this agreement, CLIENT shall provide ATL with immediate written notification of event or actions that may result in any liability claims, damages, losses, and expenses. 8. INDEMNITY To the fullest extent permitted by law, CLIENT agrees to indemnify and hold harmless ATL and its directors, officers, consultants, agents, employees, subcontractors, and respective shareholders from and against all liability claims, damages, losses, and expenses, direct and indirect, or consequential damages, Including, but not limited to, attomey/court/arbitration costs, arising out of or resulting from the acts, errors, or omissions by CLIENT, its staff, contractors, or other consultants employed by CLIENT. The indemnification agreement will survive the termination or expiration of this AGREEMENT. 9. STANDARD OF CARE Services provided by ATL under this AGREEMENT will be performed in a manner consistent with the level of care and skill ordinarily exercised by members of the industry performing similar services using recognized methodologies in the same or comparable locality. In accepting reports of observations, tests, photographs, and opinions provided pursuant to this AGREEMENT, CLIENT acknowledges that the extent of ATL's obligation with respect thereto is limited to furnishing of such data, which shall not be solely used by others to determine acceptance of any construction work, nor shall it relieve the contractor in any way from his obligations and responsibilities to conduct the work in conformance with the PROJECT plans and specifications. ATL No.AT998.1879-08-19 August 23,2016 Homing Construction Page 4 of 5 10. HAZARDOUS WASTES CLIENT shall advise ATL of any hazardous wastes or hazardous substances existing at or near the site at which ATL is to perforin work. If ATL discovers hazardous wastes or hazardous substances after it undertakes the PROJECT, or if ATL discovers the nature or extent of hazardous wastes or hazardous substances differs materially from what CLIENT advised ATL, CLIENT and ATL agree that the Scope of Services, schedule, and fees shall be adjusted as needed to complete the work. If reportable quantities of petroleum product and/or chemical contamination are discovered on the PROJECT site during performance of the work tasks described herein, or during any subsequent work completed at the PROJECT site, the appropriate local, state, and/or federal agencies must be notified, as required by law. ATL will make a reasonable attempt to notify CLIENT when reportable quantities are discovered. The OWNER, or CLIENT, as the OWNER'S representative, is responsible for providing notification to the proper authorities. The ownership of and responsibility for all contaminated materials, hazardous materials, and hazardous substances generated, released, uncovered, transported, and/or collected during the work tasks referred to herein will remain with CLIENT. 11. HIDDEN CONDITIONS A condition is hidden if it is concealed or is not capable of detection by reasonable visual observation. If ATL recognizes that a hidden condition may exist, ATL shall notify CLIENT and CLIENT shall be responsible for all costs associated with the investigation of such a condition. ATL shall not be responsible for any costs resulting from hidden conditions. 12. INSURANCE ATL represents that it, together with its agents and staff, are protected by worker's compensation insurance, and that ATL has such coverage under public liability and properly damage insurance policies ATL deems to be adequate. Certificates for any such policies of insurance will be provided to CLIENT upon written request. CLIENT recognizes that ATL's insurance policies may contain certain exclusions, including those for certain claims arising from the discharge, dispersal, release, or escape of pollutants. CLIENT agrees to defend, indemnify, and hold ATL and its employees or agents harmless for and against all claims, causes of action, suits, proceedings, damages, losses, and expenses, including third party claims or actions, arising from ATL's work for CLIENT under this AGREEMENT that falls within the scope of any exclusion from ATL's liability or property damage insurance policies. 13. DISPUTE RESOLUTION In the event of a dispute between CLIENT and ATL, the parties agree to negotiate in good faith, having such written and oral communications as are appropriate, in an attempt to resolve said dispute. Disputes not resolved through a good faith effort, shall be submitted to non-binding mediation, prior to each party's right to initiate litigation. In the event a dispute arising out of or relating to performance of services results in legal action, the parties agree that if ATL is the prevailing party, it shall be entitled to recover all costs incurred with respect to the claim, including reasonable attorney's fees, court costs, and other claim-related expenses. In the event legal action is necessary to enforce the payment terms of this AGREEMENT, ATL shall be entitled to collect from CLIENT any judgment or settlement sums due plus reasonable attorney's fees, court costs, and other expenses incurred by ATL for such collection action. ATL No.AT998.1679.08.19 August 23,2016 Horning Construction Page 5 of 5 14. TERMINATION ATL or CLIENT may terminate this AGREEMENT for convenience and without cause. Upon receipt of termination notice, ATL will stop work on all services included in this AGREEMENT and deliver any instruments of service at that time to CLIENT. CLIENT shall pay ATL for all services performed up to the date of termination notice, plus reasonable termination expenses and fees. Upon termination for convenience or without cause, the terminating party shall have no further rights or remedies. In the event of failure by either party to perform in accordance with the terms hereof, either party may terminate this AGREEMENT for cause, upon written notice. Such termination may be rescinded by the terminating party if that substantial failure has been remedied within a reasonable period of time. 15. DELAY In no event shall ATL be liable or responsible to the CLIENT, its respective shareholders, directors, officers, consultants, agents, and employees for or on the account of, any stoppage or delay in the work that is the subject of this AGREEMENT. In the event of suspension, or delay for more than three months, ATL may elect to finalize all data compilation, analysis, and reports to complete services performed to the date of suspension or delay. CLIENT agrees to compensate ATL, in accordance with the terms of the agreement, for all services completed and other work produced by ATL as instruments of service. 16. GOVERNING LAW AND VENUE This AGREEMENT shall be governed and construed in accordance with the laws of the State of New York without regard to any conflicts of law provisions. All claims, disputes, and lawsuits arising out of or in connection with this AGREEMENT shall be resolved or adjudicated in the State of New York. The preceding Declarations, Services, Fees. Payment Terms, and Terms and Conditions are hereby accepted and agreed upon. ISSUED BY: ACCEPTED BY: ATLANTIC TESTING LABORATORIES, Limited Horning Construction /"" ' r I. -- Signa; Signa Mariiean 8. Remington CEO Lea Printed Name and Title Printed Name and Title, Its Duly Authorized Representative Date Date ATL No.AT998-1879.08-19 August 23,2016 Horning Construction Page 1 of 3 EXHIBIT A SCOPE OF SERVICES North Country Imports, Moreau, Saratoga County, New York ATL is a member of the American Council of Independent Laboratories (ACIL). ATL conforms to American Society for Testing and Materials, ASTM E 329 "Specification for Agencies Involved in the Testing and/or inspection of Materials Used in Construction", and American Association of State Highway and Transportation Officials, AASHTO R 18 "Establishing and Implementing a Quality System for Construction Materials Testing Laboratories", in our accredited facilities. Our testing equipment is calibrated using methods traceable to the National Institute of Standards and Technology. ATL has AASHTO accredited and AMRL/CCRL evaluated laboratories for hot mix asphalt, soil, aggregate, fireproofing, masonry, and Portland cement concrete testing. We participate in the proficiency sampling program and conduct internal quality assurance audits. ATL has U.S. Army Corps of Engineers validated laboratories for testing bituminous, soil, aggregate, masonry, and concrete. ATL encourages inspections or audits of our laboratory facilities. The following is a general Scope of Services for providing special inspection requirements contained in the Building Code of New York State and construction materials engineering and testing services. CLIENT will be responsible for determining, requesting, authorizing, and scheduling services. CLIENT agrees that ATL is not responsible for performing services that are neither requested nor authorized by CLIENT, including but not limited to, services that are required by the construction documents and/or outlined in the following general Scope of Services. Professional Engineering services, required to perform the Scope of Services outlined below, will be provided by ATL Engineering, P.C. A. ATL could provide the following field services: 1. Soil: Provide a Technician to perform the following field testing of fill materials: ASTM D 75: Practice for Sampling Aggregates ASTM D 2922: Density of Soil and Soil-Aggregate in Place by Nuclear Methods ASTM D 3017: Water Content of Soil and Rock in Place by Nuclear Methods ASTM D 6938: In-place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods Provide a Special inspector to observe the following items for compliance with the approved geotechnical report, as required in Section 1704.7 of the Building Code of New York State: • Type of controlled fill material used • Lift thickness of controlled fill material • Testing frequency and results of the in-place density testing Provide a Geotechnical Engineer to observe the following items, as required in Section 1704.7 of the Building Code of New York State: Foundation subgrade preparation in accordance with the approved geotechnical report and documents prepared by the Registered Design Professional prior to placement of shallow footings and controlled fill. ATL No.AT998-1879-08-19 Augus123,2018 Homing Construction Page 2 of 3 2. Concrete: Provide a Technician to perform the following field tests of freshly mixed concrete: • ASTM C 31: Making and Curing Concrete Test Specimens in the Field • ASTM C 143: Slump of Hydraulic Cement Concrete • ASTM C 172: Sampling Freshly Mixed Concrete • ASTM C 231: Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064: Temperature of Freshly Mixed Portland Cement Concrete Report quantity of fresh concrete tested and test results Provide a Special Inspector to observe the following items, as required in Section 1704.4 and Table 1704.4 of the Building Code of New York State: • Reinforcing steel and placement • Formwork dimensions and general location • Bolts to be installed in concrete prior to and during placement of concrete where allowable loads have been increased • Use of required design mix • Sampling and testing of fresh concrete, including fabrication of specimens for strength testing • Placement of concrete • Maintenance of curing temperatures and techniques 3. Structural Steel: The CLIENT, owner, and/or contractor will ensure that steel fabrication shop inspection and material verifications are performed to satisfy the building code and project document requirements. Provide a Special Inspector to observe the following field items, as required in Section 1704.3, and Table 1704.3 of the Building Code of New York State: • Review material certifications, Welder Performance Qualification Records (WPQR), Welding Procedure Specifications (WPS), and Procedure Qualification Records (PQR)for conformance with project specifications and application during erection • Compare filler metals and welded joints used for conformance with project specifications and approved WPS • Tightness of high strength bolted connections • Welding of structural steel, including complete and partial penetration groove welds, singlepass and multiplepass fillet welds, and deck welds • Welding of reinforcing steel • Steel frame joint details for compliance with approved construction documents, including details for bracing and stiffening, member locations, and application of joint details B. ATL could provide the following laboratory services: 1. Soil: • ASTM D 422: Particle-Size Analysis of Soils (without Hydrometer analysis) • ASTM D 698: Laboratory Compaction Characteristics of Soil Using Standard Effort • ASTM D 1557: Laboratory Compaction Characteristics of Soil Using Modred Effort 2. Concrete: ASTM C 39: Compressive Strength of Cylindrical Concrete Specimens ATL No.AT998-1879-08-19 August 23,2016 Homing Construction Page 3 of 3 C. ATL could provide the following additional services: 1. Transport samples that require laboratory analysis. 2. Provide an Engineer and/or Project Manager to perform the following: • Review project plans and specifications, as provided to ATL, which are relevant to the services outlined in this Exhibit • Review test data generated by ATL • Prepare reports 3. Distribute reports as directed by CLIENT. Reports will be distributed to CLIENT by email, unless otherwise directed. NOTES TO THE SCOPE OF SERVICES ATL's representatives will not accept or reject construction materials, means and methods, material quantities, and/or completed construction. Untested portions of soil and aggregate samples will be discarded two weeks after completion of the testing. Compressive strength test specimens will be discarded upon completion of the testing, and hold cylinders upon the 28-day compressive strength exceeding the minimum specified value, unless instructed otherwise. We require a minimum of two days advance notice prior to project initiation and one day advance notice for subsequent scheduling of field services. Cancellation of scheduled services must be received prior to personnel departure for the PROJECT site, or a minimum charge in accordance with the Fee Schedule will be applicable. Prior to project initiation, CLIENT will provide ATL with copies of the PROJECT plans and specifications and all revisions and addenda, and the Statement of Special Inspections, approved shop drawings, and the geotechnical report. ATL No.AT998.1879-0&16 August 23.2016 Horning Construciton Page 1 of -I EXHIBIT B FEE SCHEDULE Service Estimated Unit Fee Estimated Cost Quantity Atlantic Testing Laboratories Technical Personnel Geotechnical Engineer:Field 3560.00/Day Project Managor/Materlals Engineer 590.00 I Hour Special Inspector-Soil and Concrete-Field 4360.00/Day Special Inspector-Soil and Concrete-Field $230.00 I Half Day Special Inspector:Steel-Field 5575.00 I Day Technician-Soil and Concrete $290.00/Day Technician-Soil and Concrete $190.00/Hall Day Laboratory Testing Concrete and Aggregate-ASTM C 39:Compressive Strength Test $12.00 1 Cylinder or Hold Cylinder(fabricated by ATL) Soil-ASTM D 1557:Laboratory Compaction Modified Effort5735.00/Test $oo-ASTM D 596:Laboratory Compaction Standard Effort 5115.00 I Test Soli-ASTM D 422:ParflcleSize Analysis without Hydrometer $65.001 Test Miscellaneous Nuclear Density MoterSoll 560.00 I Day Sample Pickup-When no other services aro performed 590.00 I Trip Travel-Includes Labor and Mileage 550.00 1 Tnp TIE Ari Engineering,P.C. Technical Personnel Principal Engineer 5140.00/Hour Professional Engineer $120.00/How NOTES TO THE FEE SCHEDULE As used in this schedule: A standard day Is defined as time on-site during a 4-to 8-hour period.Monday through Friday,within the hours of 6:00 a.m.and 6:00 p.m. A half-day Is defined as lime on-site up to a 4-hour period,,Aonday through Friday,within the hours of 6:00 a.m.and 6:00 p.m. Services provided for 4 or more hours outside the standard day,as defined above,are subject to a night differential. Unless otherwise stated in the Fee Schedule,daily overtime rates are calculated try dividing the daily rale by 6 and multiplying by 1.35 and hourly,overtime rates are calculated by munipyng the hourly rale by 1.35. Services performed on Saturdays and Sundays/Hofidays will be invoiced at 1.50 and 1.75 times the unit fees,respectively.Travel performed on SaturdayslSundaya/Holldays may be Invoiced at 115 times the unit fees. The fee for ASTM C 39 includes the handling and final curing outlined in ASTM C 31. All cylinders fabricated will be invoiced at the unit ice noted in the fee schedule. Travel charge is inclusive of labor and mlleage for the referenced project site. Rates for ATL personnel are for time on-site only and are not Invoiced podahlo.portal. Travel that Is required by ATL to other location will be invoiced at a separate rate.based on the distance traveled and time expended. The foregoing fees for laboratory services reflect a standard laboratory tum-around-time(TAT). A laboratory surcharge up to 100%is applicable to samples requiring priority TAT. Advance notification of priority TAT is required to ensure completion of the laboratory work within specified lime frames.