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CC-000572-2017
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-000572-2017Date Issued: Wednesday, January 9, 2019 This is to certify that work requested to be done as shown by Permit Number CC-000572-2017 has been completed. 309.13-2-31.114 Tax Map Number: 140 CAREY RD Location: 140 Carey Road LLC Owner: 140 Carey Road LLC Applicant: This structure may be occupied as a: Commercial New Build 14,965 s.f. Cross Ref. P-SP-34-2017 (as revised 9/11/17: refer to fianl PB approved plans) By Order of Town Board TOWN OF QUEENSBURY Name of Business: Mohawk Industrial Werks Site Plan Review approvals states project is for the office, sales and maintenance of snow grooming equipment facility. Issuance of this Certificate of Occupancy DOES NOT relieve the 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. 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-000572-2017 Tax Map No: 309.13-2-31.114 Permission is hereby granted to: V&H Construction,Inc. For property located at: 140 CAREY RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: 140 Carey Road LLC Factory-Industrial-New $1,630,000.00 Owner Address: 60 Railroad PL,Suite 502 Total Value $1,630,000.00 Saratoga Springs,NY 12866 Contractor or Builder's Name/Address Electrical Inspection Agency V&H Construction,Inc. PO Box 136 Fort Edward,NY 12828 Plans&Specifications Commercial New Build 14,965 s.f. Cross Ref.P-SP-34-2017(as revised 9/11/17:refer to fianl PB approved plans) Name of Business: Mohawk Industrial Werks Site Plan Review approvals states project is for the office,sales and maintenance of snow grooming equipment facility. $3,424.70 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,November 1,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Qensbury VAd�k� 2017 SIGNED BY: )4;Al Town of Queensbury. Director of Building&Code Enforcement Office Use Only Permit#: �- PRINCIPLE STRUCTURE PERMIT APPLICATION Permit Fee:$ �,2y4 � ':FO Tosvmn of Queen urI *Rec Fee: $ N 742 Bay Road,Queensbury,NY 12804 SEP 0 8 2011 P:S18-761-8256 www.queensburv.net Invoice#: 2L-Z— Project Location: F-OAD Tax Map ID#: 3.I'S-2-3� • I.oT j4-� Subdivision Name: `TOWN pD.RESOLUTION 86.281 . 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: * Applicant: Name(s): 1+0 GAI-V-Y �oAD LLQ Mailing Address, C/S/Z: S41;47 NY 12364, Cell Phone: f ) Land Line: ) Email:. * Primary Owner(s): Name(s): 14.0 r-OAT,> WC- W(I,i.1AM F5 ANb>T Mailing Address, C/S/Z: �,O jzf�ltXnAb P��, 5�/� �2� S�h2/}-TO�,/i SPh/w�S Ny /Z$&& Cell Phone: 5/a ) 361°1 -• 5& 2( Land Line: 518 ) lr 910- 4574- Email: 131W, MON�WI<INA�Sr�l�i �►�'► e Contractor(s): Business Name: V N GoNSTRUOT/0N� /NG Contact Name(s): Mailing Address, C/S/Z: /'0• 13'?X !Z� F-a/LT �D�✓.4�D /U`1 !28�$ Cell Phone: ( 5!'_) 3GF- /&/v Land Line: Email: R/-fvl ag"K 0 VANDN, NLT * Architect(s)/Engineer(s): Business Name: ,°`f 114GGD0L'+ Contact Name(s): eooz�,4 Mailing Address, C/S/Z: 3� 4590" 57. - 3RD ��DO�-� '�7 AJ ( Cell Phone:_C_5/$ ) lv S/' 2�O� Land Line: Email: i�GCoo�/}_ Gt/11T ISN. Go`� Contact Person for Building & Code Compliance: GI y Me e-02 L-A Cell Phone: ( c✓/S _) G �/- 2305 Land Line: Sr �) X92- 0050 Email: yyt� �ot�_ /AGN/1�Gr MSN. GvM Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 PROJECT INFORMATION: TYPE: _ Commercial Residential WORK CLASS: _Single-Family _Two-Family Multi-Family(#of ) _Townhouse Business Office Retail _Hotel/Motel IndustrialMarehouse Garage(#ofcars Other(describe STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 11T floor: /+ X10 11T floor: 211 floor: 2nd floor: 3rd floor: Total square feet: 4"floor: Total square feet: 14; �9 o ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 2. Proposed use of the building: Off«ES SHr�u/lZvo�1 !ZE/°/1'I2 G�/�kG►E 3. If Commercial or Industrial, indicate the name of the business: MollAIw/� �^/bNSTie/�¢L Gf/r%RKS 4. Source of Heat (circle one): Gas Oil Propane Solar Other: (Fireplaces need a separate Fuel Burning Appliances&Chimney Application, one per appliance) 5. Are there any structures not shown on the plot plan? YES NO xplain: 6. Are there any easements on the property? YES NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? �� ¢�¢ f�G b. Is this a corner lot? YES NO c. Will the grade be changed as a result of the construction? YES NO d.What is the water source? PRIVATE WELL e. Is the parcel on SEWER or PRIVATE TIC ystem? Drfnr-:nln C... ,.i..... ..n.-a.:.,...t�cn.crv{C...w. .,.. ,.•-. INSPECTION WORKSHEET (BINS-006736-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number: Inspection Date: Inspector: Case Module: Inspection Status: Inspection Type: CC-000572-2017 09/18/2018 John O'Brien Permit Failed Commercial Final Inspection Job Address:Parcel Number:140 CAREY RD Queensbury, NY 12804 309.13-2-31.114 Contact Type Company Name Name Architect Gary McCoola, Architect, PLLC , Contractor V & H Construction, Inc., Granted Permission V & H Construction, Inc., Primary Owner 140 Carey Road LLC , Applicant 140 Carey Road LLC , Agent Gary McCoola, Architect, PLLC , Checklist Item Passed Comments Blower Door Test Certification YES -Provide Blower Door Test Report. -Received 9/18/18 H/C Bathroom Grab Bars /Sinks/Toilets/Mirrors NO -Flush handle on HC Toilet needs to be on open side or install a motion sensor for automatic operation. Handicapped Bath/Parking Lot Signage NO -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. Final Electrical / Flex Gas Piping Bonded NO Site Plan Variance required NO -Complete all site items and submit site certification letter. Final Survey NO -Submit certified final survey. Bldg Num or Tenant Address on Bld or Drive NO -Install 4 inch high numbers for Building Address visible from road. Engineer or Architect Approval YES -Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Received both Final Approval Letters 9/18/18. Special Inspections NO -Air Balancing Report for HVAC -Blower Door Test Report RECEIVED Sep 18, 2018 Page (1) INSPECTION WORKSHEET (BINS-006736-2018) Checklist Item Passed Comments OK to Issue Temporary C/O NO 8/30/18 Final Inspection Not Approved -Provide Blower Door Test Report. -Provide Air Balancing Report for HVAC -Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Install 4 inch high numbers for Building Address visible from road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate 9/18/18 Final Inspection Not Approved Remaining Items: -Provide Air Balancing Report for HVAC -Install 4 inch high numbers for Building Address visible from road or on mailbox at road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate -Flush handle on HC Toilet needs to be on open side or install a motion sensor for automatic operation. Sep 18, 2018 Page (2) INSPECTION WORKSHEET (BINS-006736-2018) Checklist Item Passed Comments OK to Issue C/O NO 8/30/18 Final Inspection Not Approved -Provide Blower Door Test Report. -Provide Air Balancing Report for HVAC -Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Install 4 inch high numbers for Building Address visible from road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate 9/18/18 Final Inspection Not Approved Remaining Items: -Provide Air Balancing Report for HVAC -Install 4 inch high numbers for Building Address visible from road or on mailbox at road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate -Flush handle on HC Toilet needs to be on open side or install a motion sensor for automatic operation. Okay To Issue CC NO Sep 18, 2018 Page (3) O'Brien, John (Inspector) INSPECTION WORKSHEET (BINS-006288-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number: Inspection Date: Inspector: Case Module: Inspection Status: Inspection Type: CC-000572-2017 08/30/2018 John O'Brien Permit Failed Commercial Final Inspection Job Address:Parcel Number:140 CAREY RD Queensbury, NY 12804 309.13-2-31.114 Contact Type Company Name Name Architect Gary McCoola, Architect, PLLC [Gary McCoola, PLLC] Primary Owner 140 Carey Road LLC [140 Carey Road LLC] , Applicant 140 Carey Road LLC [140 Carey Road LLC] , Contractor V & H Construction, Inc.[V & H Construction, Inc.] Granted Permission V & H Construction, Inc.[V & H Construction, Inc.] Agent Gary McCoola, Architect, PLLC [Gary McCoola, PLLC] Checklist Item Passed Comments Blower Door Test Certification NO -Provide Blower Door Test Report. H/C Bathroom Grab Bars /Sinks/Toilets/Mirrors NO -Flush handle on HC Toilet needs to be on open side or install a motion sensor for automatic operation. Handicapped Bath/Parking Lot Signage NO -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. Final Electrical / Flex Gas Piping Bonded NO Site Plan Variance required NO -Complete all site items and submit site certification letter. Final Survey NO -Submit certified final survey. Bldg Num or Tenant Address on Bld or Drive NO -Install 4 inch high numbers for Building Address visible from road. Engineer or Architect Approval NO -Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. Special Inspections NO -Air Balancing Report for HVAC -Blower Door Test Report Aug 30, 2018 Page (2) INSPECTION WORKSHEET (BINS-006288-2018) Checklist Item Passed Comments OK to Issue Temporary C/O NO 8/30/18 Final Inspection Not Approved -Provide Blower Door Test Report. -Provide Air Balancing Report for HVAC -Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Install 4 inch high numbers for Building Address visible from road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate OK to Issue C/O NO 8/30/18 Final Inspection Not Approved -Provide Blower Door Test Report. -Provide Air Balancing Report for HVAC -Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Install 4 inch high numbers for Building Address visible from road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate Okay To Issue CC NO Aug 30, 2018 Page (3) O'Brien, John (Inspector) INSPECTION WORKSHEET (BINS-007275-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:CC-000572-2017Case Module:Permit Inspection Date:10/11/2018Inspection Status:Partial Pass Inspector:John O'BrienInspection Type:Commercial Final Inspection Job Address:140 CAREY RDParcel Number:309.13-2-31.114 Queensbury, NY 12804 Contact TypeCompany NameName Granted PermissionV & H Construction, Inc.\[V & H Construction, Inc.\] AgentGary McCoola, Architect, PLLC\[Gary McCoola, PLLC\] ArchitectGary McCoola, Architect, PLLC\[Gary McCoola, PLLC\] Applicant140 Carey Road LLC\[140 Carey Road LLC\] , Primary Owner140 Carey Road LLC\[140 Carey Road LLC\] , ContractorV & H Construction, Inc.\[V & H Construction, Inc.\] Checklist ItemPassedComments Blower Door Test CertificationYES-Provide Blower Door Test Report. -Received 9/18/18 Chimney / B Vent / Direct Vent LocationYES Chimney Rain Cap InstalledYES Plumbing Vent Through Roof/Roof completeYES Ext Finish /Grade Complete/6 in 10ft or EquivalentYES Vestibules for Exit doors greater than 3000 sq. ftYES Doors 36 inch wLever Hand Panic Hardware, if reqYES Exits At Grade Or Platform 36 (w) x 44 (l)YES Gas Shut-off Exposed & Regulator (18) Above GradeYES Floor Bathroom Watertight Other Floors OkayYES Relief Valve ,Heat Trap/Water Temp 110 deg or lessYES Outside Spigots have Air GapYES Gas Furnace Shut OffYES HVAC Vent Terminal 10' from Lot Line & OpeningsYES Attic Access 30 x 20 x 30 (h)YES H/C Bathroom Grab Bars /Sinks/Toilets/MirrorsYES-Flush handle on HC Toilet needs to be on open side or install a motion sensor for automatic operation. Oct 11, 2018Page (7) INSPECTION WORKSHEET (BINS-007275-2018) Checklist ItemPassedComments Handicapped Bath/Parking Lot SignageYES-Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. Low flow toilet 1.3 gal/flushing cycle -YES showerhead/faucet Universal Symbol of Access displayed - on all H/CYES signs Public Toilet Room Handicapped AccessibleYES Handicapped Service Counters 34 inchYES Final Electrical / Flex Gas Piping BondedNO Site Plan Variance requiredNO-Complete all site items and submit site certification letter. Final SurveyNO-Submit certified final survey. As-built Septic System Layout RequiredYES Bldg Num or Tenant Address on Bld or DriveYES-Install 4 inch high numbers for Building Address visible from road. Bldg Access All Sides 20ft Drivable SurfaceYES Engineer or Architect ApprovalYES-Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Received both Final Approval Letters 9/18/18. Special InspectionsYES-Air Balancing Report for HVAC -Blower Door Test Report RECEIVED 10/11/18 Air Balancing Report Received Oct 11, 2018Page (8) INSPECTION WORKSHEET (BINS-007275-2018) Checklist ItemPassedComments OK to Issue Temporary C/ONO8/30/18 Final Inspection Not Approved -Provide Blower Door Test Report. -Provide Air Balancing Report for HVAC -Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Install 4 inch high numbers for Building Address visible from road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate 9/18/18 Final Inspection Not Approved Remaining Items: -Provide Air Balancing Report for HVAC -Install 4 inch high numbers for Building Address visible from road or on mailbox at road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate -Flush handle on HC Toilet needs to be on open side or install a motion sensor for automatic operation. 10/11/18 Final Inspection Not Approved Remaining Items: -Final Electrical Inspection -Fire Marshal's Items -Complete all remaining site items. Oct 11, 2018Page (9) INSPECTION WORKSHEET (BINS-007275-2018) Checklist ItemPassedComments OK to Issue C/ONO8/30/18 Final Inspection Not Approved -Provide Blower Door Test Report. -Provide Air Balancing Report for HVAC -Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Install 4 inch high numbers for Building Address visible from road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate 9/18/18 Final Inspection Not Approved Remaining Items: -Provide Air Balancing Report for HVAC -Install 4 inch high numbers for Building Address visible from road or on mailbox at road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate -Flush handle on HC Toilet needs to be on open side or install a motion sensor for automatic operation. 10/11/18 Final Inspection Not Approved Remaining Items: -Final Electrical Inspection -Fire Marshal's Items -Complete all remaining site items. O'Brien, John (Inspector) Oct 11, 2018Page (10) INSPECTION WORKSHEET (BINS-007275-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:CC-000572-2017Case Module:Permit Inspection Date:10/11/2018Inspection Status:Partial Pass Inspector:John O'BrienInspection Type:Commercial Final Inspection Job Address:140 CAREY RDParcel Number:309.13-2-31.114 Queensbury, NY 12804 Contact TypeCompany NameName Granted PermissionV & H Construction, Inc.\[V & H Construction, Inc.\] AgentGary McCoola, Architect, PLLC\[Gary McCoola, PLLC\] ArchitectGary McCoola, Architect, PLLC\[Gary McCoola, PLLC\] Applicant140 Carey Road LLC\[140 Carey Road LLC\] , Primary Owner140 Carey Road LLC\[140 Carey Road LLC\] , ContractorV & H Construction, Inc.\[V & H Construction, Inc.\] Checklist ItemPassedComments Blower Door Test CertificationYES-Provide Blower Door Test Report. -Received 9/18/18 Chimney / B Vent / Direct Vent LocationYES Chimney Rain Cap InstalledYES Plumbing Vent Through Roof/Roof completeYES Ext Finish /Grade Complete/6 in 10ft or EquivalentYES Vestibules for Exit doors greater than 3000 sq. ftYES Doors 36 inch wLever Hand Panic Hardware, if reqYES Exits At Grade Or Platform 36 (w) x 44 (l)YES Gas Shut-off Exposed & Regulator (18) Above GradeYES Floor Bathroom Watertight Other Floors OkayYES Relief Valve ,Heat Trap/Water Temp 110 deg or lessYES Outside Spigots have Air GapYES Gas Furnace Shut OffYES HVAC Vent Terminal 10' from Lot Line & OpeningsYES Attic Access 30 x 20 x 30 (h)YES H/C Bathroom Grab Bars /Sinks/Toilets/MirrorsYES-Flush handle on HC Toilet needs to be on open side or install a motion sensor for automatic operation. Oct 11, 2018Page (7) INSPECTION WORKSHEET (BINS-007275-2018) Checklist ItemPassedComments Handicapped Bath/Parking Lot SignageYES-Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. Low flow toilet 1.3 gal/flushing cycle -YES showerhead/faucet Universal Symbol of Access displayed - on all H/CYES signs Public Toilet Room Handicapped AccessibleYES Handicapped Service Counters 34 inchYES Final Electrical / Flex Gas Piping BondedNO Site Plan Variance requiredNO-Complete all site items and submit site certification letter. Final SurveyNO-Submit certified final survey. As-built Septic System Layout RequiredYES Bldg Num or Tenant Address on Bld or DriveYES-Install 4 inch high numbers for Building Address visible from road. Bldg Access All Sides 20ft Drivable SurfaceYES Engineer or Architect ApprovalYES-Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Received both Final Approval Letters 9/18/18. Special InspectionsYES-Air Balancing Report for HVAC -Blower Door Test Report RECEIVED 10/11/18 Air Balancing Report Received Oct 11, 2018Page (8) INSPECTION WORKSHEET (BINS-007275-2018) Checklist ItemPassedComments OK to Issue Temporary C/ONO8/30/18 Final Inspection Not Approved -Provide Blower Door Test Report. -Provide Air Balancing Report for HVAC -Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Install 4 inch high numbers for Building Address visible from road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate 9/18/18 Final Inspection Not Approved Remaining Items: -Provide Air Balancing Report for HVAC -Install 4 inch high numbers for Building Address visible from road or on mailbox at road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate -Flush handle on HC Toilet needs to be on open side or install a motion sensor for automatic operation. 10/11/18 Final Inspection Not Approved Remaining Items: -Final Electrical Inspection -Fire Marshal's Items -Complete all remaining site items. Oct 11, 2018Page (9) INSPECTION WORKSHEET (BINS-007275-2018) Checklist ItemPassedComments OK to Issue C/ONO8/30/18 Final Inspection Not Approved -Provide Blower Door Test Report. -Provide Air Balancing Report for HVAC -Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Install 4 inch high numbers for Building Address visible from road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate 9/18/18 Final Inspection Not Approved Remaining Items: -Provide Air Balancing Report for HVAC -Install 4 inch high numbers for Building Address visible from road or on mailbox at road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate -Flush handle on HC Toilet needs to be on open side or install a motion sensor for automatic operation. 10/11/18 Final Inspection Not Approved Remaining Items: -Final Electrical Inspection -Fire Marshal's Items -Complete all remaining site items. O'Brien, John (Inspector) Oct 11, 2018Page (10) DECLARATION: 1. 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. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Lr/he7 c cooG,4 , AGN/t�� �•1 % o"Pi0k) SIGNATURE: �— DATE: 00/7,//_,7017 Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 INSPECTION WORKSHEET (FM-000158-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal CC-000572-2017Permit Case Number:Case Module: Tue Jan 8, 2019Passed Inspection Date:Inspection Status: Gary StillmanOCC-Inspections Inspector:Inspection Type: 140 CAREY RD309.13-2-31.114 Job Address:Parcel Number: Queensbury, NY 12804 Contact TypeCompany NameName Primary Owner140 Carey Road LLC ArchitectGary McCoola, Architect, PLLC AgentGary McCoola, Architect, PLLC Applicant140 Carey Road LLC ContractorV & H Construction, Inc. Granted PermissionV & H Construction, Inc. Checklist ItemPassedComments Fire MarshalYESBrian 7/19/18 PUNCH LIST 8/30/18 WITNESS TEST GAS DETECTION SYSYIN SHOP, FIRE MARSHAL TO RESEARCH IF STROBE IS NEEDED AS DISCUSSED (strobe not needed) 10/11/18 PROVIDE DOCUMENTATION FROM INSTALLER STATING SYSTEM WAS TESTED Exit AccessYES Exit EnclosureYES Jan 08, 2019Page (1) INSPECTION WORKSHEET (FM-000158-2019) Checklist ItemPassedComments Exit DischargeYES Locks and LatchesYESWILL VERIFY ALL DOORS ON FUTURE INSPECTION 8/30/18 OK-PASSED Sign: NormalYESSEE EMERGENCY LIGHT SECTION 8/30/18 OK-PASSED Sign: BackupYESSEE EMERGENCY LIGHT SECTION 8/30/18 OK-PASSED Main Aisle WidthYES Secondary Aisle WidthYES Fire Extinguisher HungYESReturn to verify 8/30/18 OK-PASSED Inspection of ExtinguisherYESReturn to verify 8/30/18 OK - PASSED Emergency Lighting InteriorYESFIRE MARSHAL TO WITNESS A FULL FUNCTION TEST OF EXIT / EMERGENCY LIGHTS 8/30/18 RELOCATE EMERGENCY LIGHT IN SHOP AS DISCUSSED INSIDE RACK 10/11/18 OK PASSED Jan 08, 2019Page (2) INSPECTION WORKSHEET (FM-000158-2019) Checklist ItemPassedComments Emergency Lighting ExteriorYESSEE EMERGENCY LIGHT SECTION 8/30/18 FAILED- NO EXTERIOR EMERGENCY LIGHTS WORKED 10/11/18 ADD EXTERIOR EMERGENCY LIGHTS 1/8/19 OK. VERIFIED THIS DATE Clearance to ElectricalYES Electrical Wiring Enclosed/LabeledYES8/30/18 PROVIDE ELECTRICAL INSPECTION , ELECTRIC PANELS NEED TO BE LABELED INCLUDING ALL EXIT/EMERGENCY LIGHTS 10/11/18 PROVIDE ELECTRICAL INSPECTION 10/12/18 OK PASSED- RECEIVED ELECTRICIAN INSPECTION THIS DATE Combustibles in Equipment RoomsYES F.D. SignageYESFIRE MARSHAL TO PROVIDE BLUE SIGNAGE FOR FIRE DEPT. ACCESS AREAS 8/30/18 HANG BLUE SIGNAGE AS DISCUSSED 10/11/18 OK PASSED StorageYES Vehicle Impact ProtectionYES Interior FinishesYES Jan 08, 2019Page (3) INSPECTION WORKSHEET (FM-000158-2019) Checklist ItemPassedComments CO DetectorsYES(3) PART OF FIRE ALARM SYSTEM- FIRE MARSHAL TO WITNESS TEST (SUPERVISORY SIGNAL) 8/30/18 TO BE VERIFIED WITH NYFS ON FUNCTION TEST 10/11/18 OK PASSED Clearance to Sprinkler/CeilingYES Exterior StorageYES FIRE ALARM AnnualYES1. PROVIDE FIRE ALARM PLANS INCLUDING SPECS ON ALL DEVICES INSTALLED 2. PROVIDE NFPA 72 COMPLETION REPORT 3. PROVIDE COMPLETED INSPECTION REPORT INDICATING SYSTEM IS MONITORED 4. CARBON MONOXIDE DETECTORS SHALL ACTIVATE A SUPERVISORY SIGNAL 5. FIRE MARSHAL'S OFFICE TO WITNESS FIRE ALARM TEST WITH FIRE ALARM CONTRACTOR 8/30/18 ALL ITEM ABOVE REMAIN OUTSTANDING 10/11/18 OK PASSED- WITNESS TEST COMPLETED HVAC ShutdownYES8/30/18 VERIFY WITH NYFS Sprinkler System AnnualYES1. PROVIDE SPRINKLER PLANS AND CALCULATIONS 2. SPRINKLER CONTRACTOR TO PROVIDE NFPA 13 LETTER 3. FINAL INSPECTION REPORT FROM SPRINKLER CONTRACTOR 8/30/18 PROVIDE NFPA 13 LETTER FROM SPRINKLER CONTRACTOR, COVER IS MISSING ON FLOW SWITCH , PROVIDE NFPA 25 REPORT 10/11/18 OK PASSED Jan 08, 2019Page (4) INSPECTION WORKSHEET (FM-000158-2019) Checklist ItemPassedComments Sprinkler FDCYES1. PROVIDE HORN STROBE OVER THE FDC ACTIVATED BY ANY FIRE ALARM SIGNAL 2. INSTALL FDC SIGN ABOVE, MUST BE 6 INCH LETTERS3. PROVIDE 30 DEGREE ELBOW ON EXTERIOR OF BUILDING 8/30/18 OK-PASSED 10/11/18 FDC BLOCKED BY MATERIAL- to be moved today Knox Box: installed/checkedYESINSTALL KNOX BOX (MODEL 3200) AT FRONT DOOR 8/30/18 PROVIDE KEYS FOR KNOX BOX 10/11/18 RECEIVED MASTER KEY THIS DATE Occupancy CycleYESF1 Stillman, Gary (Inspector) Jan 08, 2019Page (5) INSPECTION WORKSHEET (BINS-000231-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal CC-000572-2017Permit Case Number:Case Module: Wed Jan 9, 2019Passed Inspection Date:Inspection Status: John O'BrienCommercial Final Inspection Inspector:Inspection Type: 140 CAREY RD309.13-2-31.114 Job Address:Parcel Number: Queensbury, NY 12804 Contact TypeCompany NameName ArchitectGary McCoola, Architect, PLLC AgentGary McCoola, Architect, PLLC Applicant140 Carey Road LLC Primary Owner140 Carey Road LLC ContractorV & H Construction, Inc. Granted PermissionV & H Construction, Inc. Checklist ItemPassedComments Blower Door Test CertificationYES-Provide Blower Door Test Report. -Received 9/18/18 H/C Bathroom Grab Bars /Sinks/Toilets/MirrorsYES-Flush handle on HC Toilet needs to be on open side or install a motion sensor for automatic operation. Handicapped Bath/Parking Lot SignageYES-Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. Final Electrical / Flex Gas Piping BondedYES10/12/18 Received Final Electrical Inspection Site Plan Variance requiredYES-Complete all site items and submit site certification letter. Jan 09, 2019Page (1) INSPECTION WORKSHEET (BINS-000231-2019) Checklist ItemPassedComments Final SurveyYES-Submit certified final survey. Bldg Num or Tenant Address on Bld or DriveYES-Install 4 inch high numbers for Building Address visible from road. Engineer or Architect ApprovalYES-Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Received both Final Approval Letters 9/18/18. Special InspectionsYES-Air Balancing Report for HVAC -Blower Door Test Report RECEIVED 10/11/18 Air Balancing Report Received Jan 09, 2019Page (2) INSPECTION WORKSHEET (BINS-000231-2019) Checklist ItemPassedComments OK to Issue Temporary C/OYES8/30/18 Final Inspection Not Approved -Provide Blower Door Test Report. -Provide Air Balancing Report for HVAC -Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Install 4 inch high numbers for Building Address visible from road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate 9/18/18 Final Inspection Not Approved Remaining Items: -Provide Air Balancing Report for HVAC -Install 4 inch high numbers for Building Address visible from road or on mailbox at road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. Jan 09, 2019Page (3) INSPECTION WORKSHEET (BINS-000231-2019) Checklist ItemPassedComments -Provide Final Electrical Inspection Certificate -Flush handle on HC Toilet needs to be on open side or install a motion sensor for automatic operation. 10/11/18 Final Inspection Not Approved Remaining Items: -Final Electrical Inspection -Fire Marshal's Items -Complete all remaining site items. 10/12/18 Final Inspection Approved-Temporary CO! Condition: - Complete Fire Marshal's Items Jan 09, 2019Page (4) INSPECTION WORKSHEET (BINS-000231-2019) Checklist ItemPassedComments OK to Issue C/OYES8/30/18 Final Inspection Not Approved -Provide Blower Door Test Report. -Provide Air Balancing Report for HVAC -Provide Final Approval Letter from the Architect. -Provide Final Approval Letter from Architect certifying 2015 COMcheck for Envelope, Lighting and Mechanicals. -Install 4 inch high numbers for Building Address visible from road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate 9/18/18 Final Inspection Not Approved Remaining Items: -Provide Air Balancing Report for HVAC -Install 4 inch high numbers for Building Address visible from road or on mailbox at road. -Submit certified final survey. -Complete all site items and submit site certification letter. -Complete all Fire Marshal Items. -Install handicapped parking and no parking sign in designated areas as discussed. Install signs 60 inches from pavement to bottom of sign. -Provide Final Electrical Inspection Certificate -Flush handle on HC Toilet needs to be on open side or install a motion sensor for automatic operation. 10/11/18 Final Inspection Not Approved Remaining Items: -Final Electrical Inspection -Fire Marshal's Items -Complete all remaining site items. 1/9/19 Final Inspection Approved - Ok to Issue CO! O'Brien, John (Inspector) Jan 09, 2019Page (5) SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only 742 Bay Road,Queensbury,NY 12804 Touui ofOpeenshury p:518-761-8256 www.gueensbury.net Permit#: Tax Map ID#: 309.13-2-31.111 LOT 14 Permit Fee:$ ; Invoice#: Project Location: 140 CAREY ROAD Septic Variance? Yes No Primary Owner(s) 140 CAREY ROAD, LL Mailing Address 60 RAILROAD PLACE SUITE 502 SARATOGA SPRINGS NY 12866 Phone & Email Bill Brandt <billb@mohawkindustrial.com> Installer/Builder V&H CONSTRUCTION Mailing Address PO BOX 126, FORT EDWARD, NY 12828 Phone & Email 518-746-1520 / Don Gros <DGros@vandh.net> Engineer VISION ENGINEERING, LLC Mailing Address Phone & Email Contact Person for Building&Code Compliance: GARY McCOOLA Phone: 518-792-0050 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No 1980 or older Installed? (circle one) X 1981-1991 Spa or Hot Tub Yes No Installed? (circle one) X 1992-Present COMMERCI L FLOW PER DEC 1250 GPD PARCEL INFORMATION: Topography X Flat Rolling Steep Slope %Slope Soil Nature X Sand Loam Clay Other Groundwater At what depth? GREATER THAN LOFT BELOW GRADE Bedrock/Impervious material At what depth? GREATER THAN LOFT BELOW GRADE Domestic Water Supply _XMunicipal _Well (if well,water supply from any septic system absorption is—ft.) Percolation Test Rate: 1-5 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 1000 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 105 ft.; Each Trench 35 ft. Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type: Holding Tank System Total required capacity? 2925 ;tank size 3000 ;#of tanks_J_ (HOLDING TANK SYSTEM PLANNED FOR INDUSTRIAL GARAGE WASTE ONLY PER SITE PLANS) 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: DANIEL W. RYAN P.E.(AGENT/PROJECT ENG) DATE: 9/12/17 Daniel W.Ryan P.E. SIGNATURE: 2017.09.12 10:22:48-04'00' DATE: Town of Queensbury Building&Code Enforcement Revised February 2017 COMcheck Software Version 4.0.7.0 Envelope Compliance Certificate Project Information Energy Code: 2015 IECC 309.13-2-31.114 CC-000572-2017 Project Title: Mohawk Industrial Werks Location: Glens Falls, New York 140 Carey Road LLC Climate zone: 6a 140 Carey Road Project Type: New Construction Commerical New Build 14,890 s.f. Vertical Glazing/Wall Area: 8% Construction Site: Owner/Agent: Designer/Contractor: 140 Carey Road William Brandt Gary McCoola Queensbury, NY 12804 140 Carey Road LLC Gary McCoola, Architect, PLLC 60 Railroad Place-Suite 502 3 Broad Street- 3rd Floor Saratoga Springs, NY 12866 Glens Falls, NY 12801 518-792-0050 Building Area Floor Area j— F�n F 7 ? ID 1-Automotive Facility: Nonresidential 14890Additional Efficiency Package SEP 08 2011 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(.) Perimeter Roof 1:Metal Building,Standing Seam,Liner System with Thermal 15082 36.0 0.0 0.031 0.031 Blocks(e),[Bldg.Use 1 -Automotive Facility] Floor 1:Slab-On-Grade:Unheated,Vertical 2 ft.,[Bldg.Use 1 - 604 --- 10.0 0.540 0.540 Automotive Facility](d) NORTH Exterior Wall 1:Other Metal Building Wall,[Bldg.Use 1 -Automotive 2700 --- --- 0.052 0.052 Facility](b) Window 1:Metal Frame:Fixed,Perf.Specs.:Product ID NA,SHGC 162 --- - 0.320 0.360 0.34,PF 0.58,[Bldg.Use 1-Automotive Facility](c) Window 2:Metal Frame:Operable,Perf.Specs.:Product ID NA,SHGC 24 --- --- 0.560 0.430 0.34,PF 0.58,[Bldg.Use 1 -Automotive Facility](c) Door 1:Insulated Metal,Swinging,[Bldg.Use 1 -Automotive Facility] 21 --- --- 0.350 0.370 Door 2:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 21 --- --- 0.320 0.770 Specs.:Product ID NA,SHGC 0.34,PF 0.58,[Bldg.Use 1 -Automotive Facility](c) Door 3:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Automotive 820 --- --- 0.570 0.570 Facility] Door 4:Glass(>50%glazing):Metal Frame,Non-Entrance Door,Perf. 144 --- --- 0.340 0.770 Specs.:Product ID NA,SHGC 0.53, PF 0.58,[Bldg.Use 1 -Automotive Facility](c) EAST Exterior Wall 2:Other Metal Building Wall,[Bldg.Use 1 -Automotive 1949 --- - 0.052 0.052 Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 1 of 9 Assembly Gross Area Cavity Cont. Proposed Budget U. or R-Value R-Value U-Factor Factorw Perimeter Facility](b) Window 3:Metal Frame:Fixed,Perf.Specs.:Product ID NA,SHGC 30 --- --- 0.320 0.360 0.34,PF 0.40,[Bldg.Use 1 -Automotive Facility](c) Door 5:Insulated Metal,Swinging,[Bldg.Use 1 -Automotive Facility] 21 --- --- 0.350 0.370 SOUTH Exterior Wall 3:Other Metal Building Wall,[Bldg.Use 1 -Automotive 3541 --- --- 0.052 0.052 Facility](b) Window 4:Metal Frame:Fixed,Perf.Specs.:Product ID NA,SHGC 144 --- --- 0.320 0.360 0.34,PF 0.64,[Bldg.Use 1-Automotive Facility](c) Window 5:Metal Frame with Thermal Break:Operable,Pert.Specs.: 120 --- — 0.320 0.430 Product ID NA,SHGC 0.34,PF 0.48,[Bldg.Use 1 -Automotive Facility](c) Door 6:Insulated Metal,Swinging,[Bldg.Use 1 -Automotive Facility] 21 -- --- 0.350 0.370 Door 7:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Automotive 360 --- -- 0.570 0.570 Facility] WEST Exterior Wall 4:Other Metal Building Wall,[Bldg.Use 1 -Automotive 1852 --- - 0.052 0.052 Facility](b) Window 6:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 103 --- --- 0.320 0.360 Product ID NA,SHGC 0.34,PF 0.48,[Bldg.Use 1 -Automotive Facility](c) Window 7:Metal Frame with Thermal Break:Operable,Perf.Specs.: 24 --- --- 0.320 0.430 Product ID NA,SHGC 0.34,PF 0.48,[Bldg.Use 1 -Automotive Facility](c) Door 8:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 21 --- --- 0.320 0.770 Specs.:Product ID NA,SHGC 0.34,PF 0.64,[Bldg. Use 1 -Automotive Facility](c) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Other'components require supporting documentation for proposed U-factors. (c)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (d)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. (e)Thermal spacer block with minimum R-3.5 must be installed above the pudin/batt,and the roof deck secured to the purlins. • � PASSES: Design 1 better than code Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Ver ion 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Gary McCoola AIA 7 Name-Title Signatu a Date Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 2 of 9 COMcheck Software Version 4.0.7.0 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 &Req.10 _ _ _ _----- C103.2 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 ❑Not Applicable exceptions to the standard are pP claimed. 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 ❑Not Observable determined for the additional energy efficiency package options. ❑Not Applicable Additional Comments/Assumptions: I High Impact(Tier 1) 2>, Medium Impact(Tier 2) _ 13 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 3 of 9 Section # FFooting/Foundation Inspection Complies? Comments/Assumptions 0303.2., ,Slab edge insulation installed per ❑Complies [F04]2 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C303.2.1 Exterior insulation protected against ❑Complies [F06)1 damage, sunlight, moisture, wind, ❑Does Not landscaping and equipment ❑Not Observable maintenance activities. ❑Not Applicable G402.2.5: Slab edge insulation R-value. ❑Complies See the Envelope Assemblies table for values. [F031? ❑Does Not ❑Not Observable ❑Not Applicable C402.2.6 Radiant heating systems panels ❑Complies See the Envelope Assemblies table for values. [FO121 insulated to>=R-3.5 on face opposite ❑Does Not space being heated. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ._.. . .... . ..__. -- ..... _ 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low_ Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 4 of 9 Section # Framing I Rough-In inspection Complies? Comments/Assumptions C303:1.3 Fenestration products rated in ❑Complies [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products are certified as ❑Complies [FR13]1 to performance labels or certificates ❑Does Not provided. ❑Not Observable ❑Not Applicable C402.4.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR10]1 ❑Does 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 [FR8]1 ❑Not Observable ❑Not Applicable ............................. _...._.._._.._— ...._. ............ _.... _...- -- C402A.4' `;U-factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values. [FR1412 with the building thermal envelope ❑Does Not meets requirements. ❑Not Observable ❑Not Applicable C402.5.1. The building envelope contains a ❑Complies 2.1 continuous air barrier that is sealed in ❑Does Not [FR19]1 an approved manner and material ❑Not Observable permeability<= 0.004 dfm/ft2.Air barrier penetrations are sealed in an ❑Not 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 ❑Not Applicable -- -------------------------------------------_-....__.._--------------___.....-- ----------------..__...._.. — --- -- ---------- ------ C402.5.7 Vestibules are installed on all building ❑Complies [FR17]3 entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: _ __....__..__..—..._......... _- 1 High Impact(Tier 1) Z,',Medium Impact(Tier 2) 3 ILow Impact(Tier 3) F= — - - — Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 5 of 9 Section # Mechanical Rough-in Inspection Co ,plh Comments/Assumptions Sc Re .1 C402.5.5, Stair and elevator shaft vents have ❑Complies C403.2.4. motorized dampers that automatically ❑Does Not [ME3)3 close. ❑Not 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 [ME58]3 maximum leakage rates. Check ❑Not Observable gravity dampers where allowed. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2,;'Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 6 of 9 Section # insulation Inspection CompFFes? Comments/Assumptions &Recl.ID C303.1 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 ❑ 12 Not Applicable C303.1 Building envelope insulation is labeled ❑Complies [IN10]2 with R-value or insulation certificate ❑Does Not providing R-value and other relevant ❑Not Observable data. ❑Not 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 [114,14]2 damage with a protective material. ❑Does Not Verification for exposed foundation ❑Not Observable insulation may need to occur during Foundation Inspection. ❑Not Applicable C402.1.3 Non-swinging opaque doors have R- ❑Complies [[N19]3 4.75 insulation. ❑Does Not ❑Not Observable ❑Not Applicable C402.2.1 Insulation intended to meet the roof ❑Complies [IN17]3 insulation requirements cannot be ❑Does Not installed on top of a suspended ❑Not Observable ceiling. Mark this requirement compliant if insulation is installed ❑Not Applicable accordingly. C402.2.3 Above-grade wall insulation R-value. ❑Complies See the Envelope Assemblies table for values. [IN6]1 ❑Does Not ❑Not Observable ❑Not Applicable 0402,25 Floor insulation R-value. ❑Complies See the Envelope Assemblies table for values. ❑Does Not ❑Not Observable ❑Not Applicable —_. _-- - _ ........ _ ..._._..._...............- ---.. 0402.2.6 Radiant panels and associated ❑Complies [IN18']3 components, designed for heat ❑Does Not transfer from the panel surfaces to the;❑Not Observable occupants or indoor space are 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 [IN2]1 occur during Framing Inspection. ❑Not Observable ONot Applicable C402.5.1. All sources of air leakage in the ❑Complies 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, gasketed, weather stripped ❑Not Observable or wrapped with moisture vapor- .permeable wrapping material to ❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2)— 3' Low Impact(Tier 3L_� Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 7 of 9 Section # Final Inspection Complies? Comments/Assumptions &,Re .ID 0402.5.3 Where open combustion air ducts ❑Complies [F151]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 [F[26]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled. Seal between ❑Not Observable interior finish and luminaire housing. ❑Not Applicable Additional Comments/Assumptions: _.._.U'—.-1-2 __. _..._ ............... rl High Impact-- - (Tier 1) ��edium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 8 of 9 r Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 9 of 9 COMcheck Software Version 4.0.7.0 Envelope Compliance Certificate Project Information Energy Code: 2015 IECC 309.13-2-31.114 CC-000572-2017 Project Title: Mohawk Industrial Werks Location: Glens Falls, New York 140 Carey Road LLC Climate zone: 6a 140 Carey Road Project Type: New Construction Commerical New Build 14,890 S.f. Vertical Glazing/Wall Area: 8% Construction Site: Owner/Agent: Designer/Contractor: 140 Carey Road William Brandt Gary McCoola Queensbury, NY 12804 140 Carey Road LLC Gary McCoola,Architect, PLLC 60 Railroad Place-Suite 502 3 Broad Street-3rd Floor Saratoga Springs, NY 12866 Glens Falls, NY 12801 518-792-0050 w ...,----------- L I I t I Building Area Floor Area 1-Automotive Facility: Nonresidential 14890 SEP 0 8 2017 Additional Efficiency Package 'E,rrN OF 0 U E E N S 8!£ T' 3*U11.D1N;etc CO&f va 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 Facton.) Perimeter Roof 1:Metal Building,Standing Seam,Liner System with Thermal 15082 36.0 0.0 0.031 0.031 Blocks(e),[Bldg.Use 1 -Automotive Facility] Floor 1:Slab-On-Grade:Unheated,Vertical 2 ft.,[Bldg.Use 1 - 604 --- 10.0 0.540 0.540 Automotive Facility](d) NORTH Exterior Wall 1:Other Metal Building Wall,[Bldg. Use 1 -Automotive 2700 --- --- 0.052 0.052 Facility](b) Window 1:Metal Frame:Fixed,Perf.Specs.: Product ID NA,SHGC 162 --- --- 0.320 0.360 0.34,PF 0.58,[Bldg.Use 1 -Automotive Facility](c) Window 2:Metal Frame:Operable,Perf.Specs.: Product ID NA,SHGC 24 --- --- 0.560 0.430 0.34,PF 0.58,[Bldg.Use 1 -Automotive Facility](c) Door 1:Insulated Metal,Swinging,[Bldg.Use 1 -Automotive Facility] 21 --- --- 0.350 0.370 Door 2:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 21 --- - 0.320 0.770 Specs.:Product ID NA,SHGC 0.34,PF 0.58,[Bldg.Use 1 -Automotive Facility](c) Door 3:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Automotive 820 - - 0.570 0.570 Facility] Door 4:Glass(>50%glazing):Metal Frame,Non-Entrance Door,Perf. 144 --- --- 0.340 0.770 Specs.:Product ID NA,SHGC 0.53,PF 0.58,[Bldg.Use 1 -Automotive Facility](c) EAST Exterior Wall 2:Other Metal Building Wall,[Bldg.Use 1 -Automotive 1949 --- --- 0.052 0.052 Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 1 of 9 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Facton.) Perimeter Facility](b) Window 3:Metal Frame:Fixed,Perf.Specs.:Product ID NA, SHGC 30 --- --- 0.320 0.360 0.34,PF 0.40,[Bldg.Use 1 -Automotive Facility](c) Door 5:Insulated Metal,Swinging,[Bldg.Use 1 -Automotive Facility] 21 --- --- 0.350 0.370 SOUTH Exterior Wall 3:Other Metal Building Wall,[Bldg. Use 1 -Automotive 3541 --- --- 0.052 0.052 Facility](b) Window 4:Metal Frame:Fixed,Perf.Specs.:Product ID NA,SHGC 144 --- --- 0.320 0.360 0.34,PF 0.64,[Bldg.Use 1 -Automotive Facility](c) Window 5:Metal Frame with Thermal Break:Operable, Perf.Specs.: 120 --- — 0.320 0.430 Product ID NA,SHGC 0.34,PF 0.48,[Bldg.Use 1 -Automotive Facility](c) Door 6:Insulated Metal,Swinging,[Bldg. Use 1 -Automotive Facility] 21 --- --- 0.350 0.370 Door 7:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Automotive 360 - 0.570 0.570 Facility] WEST Exterior Wall 4:Other Metal Building Wall,[Bldg.Use 1 -Automotive 1852 --- --- 0.052 0.052 Facility](b) Window 6:Metal Frame with Thermal Break:Fixed, Perf.Specs.: 103 --- --- 0.320 0.360 Product ID NA,SHGC 0.34,PF 0.48,[Bldg. Use 1 -Automotive Facility](c) Window 7:Metal Frame with Thermal Break:Operable,Perf.Specs.: 24 --- - 0.320 0.430 Product ID NA,SHGC 0.34,PF 0.48,[Bldg.Use 1 -Automotive Facility](c) Door 8:Glass(>50%glazing):Metal Frame,Entrance Door, Perf. 21 --- --- 0.320 0.770 Specs.:Product ID NA,SHGC 0.34,PF 0.64,[Bldg. Use 1 -Automotive Facility](c) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Other'components require supporting documentation for proposed U-factors. (c) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (d)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. (e)Thermal spacer block with minimum R-3.5 must be installed above the purlin/batt,and the roof deck secured to the purlins. Envelope PASSES: Design 0.2% 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 Ver ion 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Gary McCoola AIA Date Name-Title Signatu e Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 2 of 9 COMcheck Software Version 4.0.7.0 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 & Req.111 C103.2 Plans and/or specifications provide all ❑Complies [PR1]1 information with which compliance ❑Does Not can be determined for the building envelope and document where ❑Not Observable exceptions to the standard are ❑Not Applicable claimed. _ ................_._..---- — — 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 [PR9I1 calculations provide all information ❑Does Not .with which compliance can be ❑Not Observable' determined for the additional energy efficiency package options. ❑Not Applicable Additional Comments/Assumptions: - - ----- . — -_ _....—..._...................._._ 1 High Impact(Tier 1) 2 Medwm Impact(Tier 2)� 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 3 of 9 Section # FootlK§11 Foundation Inspection Complies?; Comments/Assumptions &Re .I1) C303.2 Slab edge insulation installed per ❑Complies [F04]2 manufacturer's instructions. ❑Does Not -]Not Observable ❑Not Applicable C303.2.1 Exterior insulation protected against ❑Complies [F06]1 damage, sunlight, moisture, wind, ❑Does Not landscaping and equipment ❑Not Observable maintenance activities. ❑Not Applicable C402.2.5 Slab edge insulation R-value. ❑Complies See the Envelope Assemblies table for values. [FO3]2_ ❑Does Not ❑Not Observable ❑Not Applicable C402,2.6 Radiant heating systems panels ❑Complies See the Envelope Assemblies table for values. [FO12]3 insulated to >=R-3.5 on face opposite ❑Does Not space being heated. :❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 4 of 9 Cca€3zx erstslAss€�nlptions Framing!Rough-in Inspection � Complies? "Fenestration products rated in ❑Complies accordance with NFRC. ❑Does Not ' ❑Not Observable' ❑Not Applicable C303.1.3 Fenestration products are certified as ,❑Complies [FR13]1 !to performance labels or certificates ❑Does Not ;provided. ❑Not Observable ❑Not Applicable C402.4.3 Vertical fenestration SHGC value. ❑Complies ;See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable ❑Not Applicable a C402.4.3, Vertical fenestration U-Factor. ❑Complies See the Envelope Assemblies table for values. C402.4.3. ❑Does Not 4 [FR8]1 ❑Not Observable ❑Not Applicable U-factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values. [F114� with the building thermal envelope ❑Does Not meets requirements. ❑Not Observable ❑Not Applicable i C402.5.1. The building envelope contains a ❑Complies 2.1 continuous air barrier that is sealed in ❑Does Not [FR19]1 an approved manner and material ❑Not Observable Ipermeability<= 0.004 dfm/ft2.Air barrier penetrations are sealed in an ,❑Not Applicable approved manner. C402.5.2, 1'Factory-built fenestration and doors ❑Complies C402.5.4 are labeled as meeting air leakage ❑Does Not [FR18]3 requirements. ❑Not Observable ❑Not Applicable .........................._.._ _--_ ___--- ________--_; -v----_-.----_____________.._-------.__......_.._...._______._..__....__.___ C402.5.7 `!Vestibules are installed on all building ❑Complies [FR17]3 entrances. Doors have self-closing []Does Not devices. ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2:; Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 5 of 9 section Mechanical Rough-In Inspection G Complies? Comments/Assumptions &Re .ID' C402.5.5, Stair and elevator shaft vents have ❑Complies C403.2.4. motorized dampers that automatically ❑Does Not [ME3]3 close. ❑Not Observable ❑Not Applicable C402.5.5, i Outdoor air and exhaust systems have ❑Complies C403.2.4. motorized dampers that automatically ❑Does Not 3 shut when not in use and meet Not Observable [ME58]3 maximum leakage rates. Check ❑ gravity dampers where allowed. ❑Not Applicable Additional Comments/Assumptions: 1 H _...._—__.....- -.. _ _.._ ........ igh Impact(Tier 1) 2 Mediupac m Imt(Tier 2) T3 Jim Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 6 of 9 Section # Insulation inspection 1 Complies? Comments/Assumptions Sr Re .1d' 1 T__ C303.1 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 12 ❑Not Applicable C303.1 Building envelope insulation is labeled ❑Complies 11,4i012 with R-value or insulation certificate ❑Does Not „providing R-value and other relevant ❑Not Observable data. ❑Not Applicable C303.2 :.Above-grade wall insulation installed ❑Complies [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable 3t .2.1 Exterior insulation is protected from ❑Complies [IN1412 ;.'damage with a protective material. ❑Does Not Verification for exposed foundation ❑Not Observable 'insulation may need to occur during Foundation Inspection. ❑Not Applicable C402.1.3 Non-swinging opaque doors have R- ❑Complies [IN19]3 4.75 insulation. ❑Does Not ❑Not Observable' ❑Not Applicable C402.2.1 ''i Insulation intended to meet the roof ❑Complies [IN1713 insulation requirements cannot be ❑Does Not installed on top of a suspended ❑Not Observable ceiling. Mark this requirement compliant if insulation is installed ❑Not Applicable accordingly. C402.2.3 Above-grade wall insulation R-value. ❑Complies See the Envelope Assemblies table for values. [IN6]1 []Does Not ❑Not Observable ❑Not Applicable ______-_-____ _.........___,_ _....._____ _._......_....... --------- _.................... ....._... ...........__ ___................ _.._...._....... .....__. _ ........._. _....__......_..____ C402.2.5 Floor insulation R-value. ❑Comp lies See the Envelope Assemblies table for values. IIN ]? ❑Does Not ❑Not Observable ❑Not Applicable _ ...._._.� ________ ...._..... C402Z6 Radiant panels and associated ❑Complies [IN1813 components, designed for heat ❑Does Not transfer from the panel surfaces to the.❑Not Observable occupants or indoor space are 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 C402.5.1. All sources of air leakage in the ❑Complies 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, gasketed, weather stripped ❑Not Observable or wrapped with moisture vapor permeable wrapping material to ❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Im act (Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 7 of 9 section # Final Inspection j Complies? Comments/Assumptions &,Re .ID L 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 Additional Comments/Assumptions: _.._._.—........_.._..._._.._ 1 High Impact(Tier 1) 2``Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 8 of 9 Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 9 of 9 FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Mohawk Industrial Werks 140 Carey Road CO-000572-2017 9/11/2017 The following comments are based on review of drawings: • Verify fire extinguisher location and inspection • CO detection required • Verify operation of exit / Emergency lighting. • Lock/ latches shall comply with Chapter 10 of 2015 IBC. • Verify paths of egress • Verify storage • Knox box required at exterior • Complete fire sprinkler plans required to be submitted with hydraulic calculations • Sprinkler system is required to be electronically monitored and received at a central Station. An exterior horn/strobe is required exterior over FDC activated by any alarm signal Fire Marshal 's Office - Phone: 518-761-8206 - Fax: 518-745-4437 firemarshal@queensbunj.net - immv.queensbury.net Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 -fire marshal fteensburl1.ne t • www.queensbury.net VISION Engineering CIVIL • STRUCTURAL • MUNICIPAL November 1, 2017 Town of Queensbury Buildings and Codes Department 742 Bay Road Queensbury, NY 12804 Attn: Dave Hatin, Director of Building & Code Enforcement RE: Mohawk Industrial Werks - Foundation Design This letter is to confirm and certify that VISION Engineering, LLC is the engineer or record for the above project pertaining to the foundation design and detailing required for the planned PEMB. The basis of the foundation design was the 2015 International Building Code with design parameters as specified on the foundation plan prepared by our office. Loads and calculations provided by Butler Manufacturing Company's Reaction Report designated as 17-020607-01 were used as the basis of design for spread footings, piers, foundation walls, and related design requirements associated with the foundation system at the above project location. In addition the foundation plan was coordinated with PEMB drawings by our office utilizing the latest Anchor Rod Plan submitted by the PEMB manufacturer. If you have any questions or require additional information please do not hesitate to contact our office. Sincerely, of 4, Daniel W.Ryan P.E. ONE p 2017.11.0109:22:25-04'00' Daniel W. Ryan, P.E. VISION Engineering, LLC w 07906 S S t O�yP ® IM 206 Glen Street•Suite 56•Glens Falls, NY•12801 •P:518-792-9264 www.visionengineeringlic.com Gam- OO TZ--Z.O\1 VISION.Engineering CIVIL • STRUCTURAL • MUNICIPAL ENGINEERING INSPECTION REPORT March 30, 2018 Gary McCoola, Architect, PLLC 3 Broad Street, 3rd Floor Glens Falls, NY 12801 RE: Mohawk Industrial Werks— 140 Carey Rd, Queensbury NY 12804 VISION Engineering, LLC performed periodic construction observation and special inspections for the above project relating to structural work designed by our office. To the best of my information, knowledge, and belief, special inspection and testing required for this project, as they relate to VISION Engineering, LLC's structural engineering scope of work, have been performed with satisfactory results, and any discovered discrepancies have been resolved. To the best of my information, knowledge, and belief, and upon information gathered or obtained during completion of periodic visible observation of completed work, and with the Contractor being notified of observed discrepancies or deficiencies in observed work for correction, the corresponding completed structural work (relating to structural engineering and building components designed by VISION Engineering, LLC) is in general conformance with plans and specifications prepared for the project. All interim reports and/or project related correspondence prior to this final report form the basis for and are to be considered, by reference, an integral part of this final report. Respectfully submitted: Daniel W. Ryan, P.E. ENGINEERS STAMP: Daniel W.Ryan P.E. O F N + 2018.03.31 08:00:57-04'00' �, Q `d l( <.g R0Fti SS? NOTE: Periodic observation means that a representative from our office periodically visited the construction site to observe and verify that visible portions of work at the time of the site visit were constructed in general conformance with project drawings and specifications.Although we attempt to observe all components and/or work of greatest importance, it is noteworthy to state that it is likely that some work or components may not have been observed at all during construction,depending on the timing and frequency of our site visits.This certificate or report does not constitute an acceptance of work not in accordance with project drawings, contract documents, or specifications, nor is it a release of the Contractor's obligation to complete all work in accordance with code,the projects technical requirements,and all project related and permit documentation. fl 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P:518-792-9264•F:518-792-9282 www.visionengineeringllc.com VISION Engineering PROJECT: Mohawk Industrial Werks INSPECTION CATEGORY: Foundations LOCATION: 140 Carey Road, Qby CONTINUOUS: ❑ PERIODIC: ■❑ DATE: 11/2/17 FREQUENCY:100 % of completed work INSPECTOR: Daniel W. Ryan P.E. REPORT NUMBER: 1140-VE-DIR#1 WEATHER: Cloudy/Lt Rain TEMPERATURE: 50 F DESCRIPTION OF SPECIAL INSPECTIONS AND TESTING Maintenance garage footings and associated reinforcing, dowels, size, and configuration DISCREPANCIES OBSERVED ❑■ NONE CORRECTED AT RE-INSPECTION INSPECTION REQUIRED 1 ❑NO ❑YES ❑NO ❑YES 2 ❑NO ❑YES ❑NO ❑YES 3 ❑NO ❑YES ❑NO ❑YES 4 ❑NO ❑YES ❑NO ❑YES 5 ❑NO ❑YES ❑NO ❑YES 6 ❑NO ❑YES ❑NO ❑YES 7 ❑NO ❑YES ❑NO ❑YES 8 ❑NO ❑YES ❑NO ❑YES 9 ❑NO ❑YES ❑NO ❑YES 10 ❑NO ❑YES ❑NO ❑YES ITEMS REQUIRING RDP APPROVAL,AUTHORIZATION,AND/OR REVIEW: ©NO ❑YES The Contractor and RDP are responsible for resolving discrepancies note above. Please contact VISION Engineering, LLC for re-inspection of corrected items or if subsequently approved or authorized by the RDP. Contractor shall not commence with construction related to this Work until all discrepancies noted have been corrected and re-inspected or otherwise approved by the RDP. All authorizations, approvals, or changes to the Work by the RDP related to any discrepancy noted shall be forwarded to VISION for inclusion on our final report. Any comments pertaining to the accuracy of the information contained in this report shall be brought to the attention of VISION within five business days of receipt of the report. I certify to the best of my knowledge; the accuracy of the above report information, and that all work observed unless noted in the REPORT DISTRIBUTION discrepancy list above was completed in general conformance with plans and specifications. OWNER billb@mohawkindustrial.com CONTRACTOR DGros@vandh.net RDP mccoola_architect@msn.com Daniel W. Ryan P.E. BUILDING CODE Special Inspector OFFICIAL johno@queensbury.net U Ea 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P:518-792-9264 www.visionengineeringllc.com -4%101.V VISION Engineering = _ _ _ = :_: - 1111141%el PROJECT: Mohawk Industrial Werks INSPECTION CATEGORY: Foundations LOCATION: 140 Carey Road, Qby CONTINUOUS: ❑ PERIODIC: ❑ DATE: 11/8/17 FREQUENCY:100 % of completed work INSPECTOR: Daniel W. Ryan P.E. REPORT NUMBER: 1140-VE-DIR#2 WEATHER: Sunny TEMPERATURE: 50 F DESCRIPTION OF SPECIAL INSPECTIONS AND TESTING Maintenance garage foundation walls and piers, and associated reinforcing, dowels, and etc. **Contractor to provide photographic documentation requested for subsequent work DISCREPANCIES OBSERVED ❑NONE CORRECTED AT RE-INSPECTION INSPECTION REQUIRED 1 Tie-rod dowels/couplers in garage piers not installed ** ®NO 0 YES 0 NO ®YES 2 Slab over-pour dowels at garage doors not installed ** p NO ❑YES 0 NO ®YES 3 ❑NO ❑YES ❑NO ❑YES 4 ❑NO ❑YES ❑NO ❑YES 5 ❑NO ❑YES ❑NO ❑YES 6 ❑NO ❑YES ❑NO ❑YES 7 ❑NO ❑YES ❑NO ❑YES 8 ❑NO ❑YES ❑NO ❑YES 9 ❑NO ❑YES ❑NO ❑YES 10 ❑NO ❑YES ❑NO ❑YES ITEMS REQUIRING RDP APPROVAL,AUTHORIZATION,AND/OR REVIEW: II NO 0 YES The Contractor and RDP are responsible for resolving discrepancies note above. Please contact VISION Engineering, LLC for re-inspection of corrected items or if subsequently approved or authorized by the RDP. Contractor shall not commence with construction related to this Work until all discrepancies noted have been corrected and re-inspected or otherwise approved by the RDP. All authorizations, approvals, or changes to the Work by the RDP related to any discrepancy noted shall be forwarded to VISION for inclusion on our final report. Any comments pertaining to the accuracy of the information contained in this report shall be brought to the attention of VISION within five business days of receipt of the report. I certify to the best of my knowledge; the accuracy of the above report information, and that all work observed unless noted in the REPORT DISTRIBUTION discrepancy list above was completed in general conformance with plans and specifications. OWNER billb@mohawkindustrial.com CONTRACTOR DGros@vandh.net RDP mccoola_architect@msn.com Daniel W. Ryan P.E. BUILDING Special Inspector OFFICIAL CODE johno@queensbury.net ® (12 206 Glen Street•Suite 56•Glens Falls, NY•12801 •P:518-792-9264 www.visionengineeringllc.com -NOV VISION. Engineering - _ ___- _ =- _=__ .411114040010w PROJECT: Mohawk Industrial Werks INSPECTION CATEGORY: Concrete LOCATION: 140 Carey Road CONTINUOUS: ❑ PERIODIC: ❑■ DATE: 11/20/17 FREQUENCY:100% of completed work INSPECTOR: Daniel W. Ryan P.E. REPORT NUMBER: 1140-VE-DIR#3 WEATHER: Sunny TEMPERATURE: 45 F DESCRIPTION OF SPECIAL INSPECTIONS AND TESTING Office foundations/footings, and associated reinforcing, dowels, size, and configuration DISCREPANCIES OBSERVED MD NONE CORRECTED AT RE-INSPECTION INSPECTION REQUIRED • 1 ❑NO ❑YES ❑NO ❑YES 2 ❑NO ❑YES ❑ NO ❑YES 3 ❑NO ❑YES ❑NO ❑YES 4 ❑NO ❑YES ❑ NO ❑YES 5 ❑NO ❑YES ❑ NO ❑YES 6 ❑NO ❑YES ❑ NO ❑YES 7 ❑NO ❑YES ❑NO ❑YES 8 ❑NO ❑YES ❑NO ❑YES 9 ❑NO ❑YES ❑NO ❑YES 10 ❑NO ❑YES ❑NO ❑YES ITEMS REQUIRING RDP APPROVAL,AUTHORIZATION,AND/OR REVIEW: j NO ❑YES The Contractor and RDP are responsible for resolving discrepancies note above. Please contact VISION Engineering, LLC for re-inspection of corrected items or if subsequently approved or authorized by the RDP. Contractor shall not commence with construction related to this Work until all discrepancies noted have been corrected and re-inspected or otherwise approved by the RDP. All authorizations, approvals, or changes to the Work by the RDP related to any discrepancy noted shall be forwarded to VISION for inclusion on our final report. Any comments pertaining to the accuracy of the information contained in this report shall be brought to the attention of VISION within five business days of receipt of the report. I certify to the best of my knowledge; the accuracy of the above report information, and that all work observed unless noted in the REPORT DISTRIBUTION discrepancy list above was completed in general conformance with plans and specifications. OWNER billb@mohawkindustrial.com CONTRACTOR DGros@vandh.net RDP mccoola_architect@msn.com Daniel W. Ryan P.E. BUILDING CODE Special Inspector OFFICIAL johno@queensbury.net (111 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P:518-792-9264 www.visionengineeringllc.com .‘111%0V VISION Engineering"%y%••••,. PROJECT: Mohawk Industrial Werks INSPECTION CATEGORY: Concrete LOCATION: 140 Carey Road CONTINUOUS: El PERIODIC: 111 DATE: 12/8/17 FREQUENCY:100% of completed work INSPECTOR: Daniel W. Ryan P.E. REPORT NUMBER: 1140-VE-DIR#4 WEATHER: Sunny TEMPERATURE: 45 F DESCRIPTION OF SPECIAL INSPECTIONS AND TESTING Slab on grade, and associated reinforcing, dowels, corner bars, and etc DISCREPANCIES OBSERVED 0 NONE CORRECTED AT RE-INSPECTION INSPECTION REQUIRED 1 Add inside corner reinforcing bars in office ❑NO ®YES ®NO ❑YES 2 ❑NO ❑YES ❑NO ❑YES 3 ❑NO ❑YES ❑NO ❑YES 4 ❑NO ❑YES ❑NO ❑YES 5 ❑NO ❑YES ❑NO ❑YES 6 ❑NO ❑YES ❑NO ❑YES 7 ❑NO ❑YES ❑NO ❑YES 8 ❑NO ❑YES ❑NO ❑YES 9 ❑NO ❑YES ❑NO ❑YES 10 ❑NO ❑YES ❑NO ❑YES ITEMS REQUIRING RDP APPROVAL,AUTHORIZATION,AND/OR REVIEW: ©NO ❑YES The Contractor and RDP are responsible for resolving discrepancies note above. Please contact VISION Engineering, LLC for re-inspection of corrected items or if subsequently approved or authorized by the RDP. Contractor shall not commence with construction related to this Work until all discrepancies noted have been corrected and re-inspected or otherwise approved by the RDP. All authorizations, approvals, or changes to the Work by the RDP related to any discrepancy noted shall be forwarded to VISION for inclusion on our final report. Any comments pertaining to the accuracy of the information contained in this report shall be brought to the attention of VISION within five business days of receipt of the report. I certify to the best of my knowledge; the accuracy of the above report information, and that all work observed unless noted in the REPORT DISTRIBUTION discrepancy list above was completed in general conformance with plans and specifications. OWNER billb@mohawkindustrial.com CONTRACTOR DGros@vandh.net RDP mccoola_architect@msn.com Daniel W. Ryan P.E. Special Inspector OFFICIAL BUILDING CODE johno@queensbury.net U ® 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P:518-792-9264 www.visionengineeringllc.com 41%,01g(r/ VISION Engineering-"° %1011 - - PROJECT: Mohawk Industrial Werks INSPECTION CATEGORY: Steel LOCATION: 140 Carey Road CONTINUOUS: ❑ PERIODIC: ■❑ DATE: 1/29/17 FREQUENCY:100% of completed work INSPECTOR: Daniel W. Ryan P.E. REPORT NUMBER: 1140-VE-DIR#5 WEATHER: Partly Sunny TEMPERATURE: 30 F DESCRIPTION OF SPECIAL INSPECTIONS AND TESTING Steel frame for PEMB DISCREPANCIES OBSERVED IN NONE CORRECTED AT RE-INSPECTION INSPECTION REQUIRED 1 ❑NO ❑YES ❑NO ❑YES 2 ❑NO ❑YES ❑NO ❑YES 3 ❑NO ❑YES ❑NO ❑YES 4 ❑NO ❑YES ❑NO ❑YES 5 ❑NO ❑YES ❑NO ❑YES 6 ❑NO ❑YES ❑NO ❑YES 7 ❑NO ❑YES ❑NO ❑YES 8 ❑NO ❑YES ❑NO ❑YES 9 ❑NO ❑YES ❑NO ❑YES 10 ❑NO ❑YES ❑NO ❑YES ITEMS REQUIRING RDP APPROVAL,AUTHORIZATION,AND/OR REVIEW: .1 NO ❑YES The Contractor and RDP are responsible for resolving discrepancies note above. Please contact VISION Engineering, LLC for re-inspection of corrected items or if subsequently approved or authorized by the RDP. Contractor shall not commence with construction related to this Work until all discrepancies noted have been corrected and re-inspected or otherwise approved by the RDP. All authorizations, approvals, or changes to the Work by the RDP related to any discrepancy noted shall be forwarded to VISION for inclusion on our final report. Any comments pertaining to the accuracy of the information contained in this report shall be brought to the attention of VISION within five business days of receipt of the report. I certify to the best of my knowledge; the accuracy of the above report information, and that all work observed unless noted in the REPORT DISTRIBUTION discrepancy list above was completed in general conformance with plans and specifications. OWNER billb@mohawkindustrial.com CONTRACTOR DGros@vandh.net Daniel W. Ryan P.E. RDP mccoola_architect@msn.com BUILDING Special Inspector OFFICIAL CODE johno@queensbury.net U ® 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P:518-792-9264 www.visionengineeringllc.com VISION, Engineering PROJECT: Mohawk Industrial Werks INSPECTION CATEGORY: Steel LOCATION: 140 Carey Road CONTINUOUS: ❑ PERIODIC: D DATE: 1/31/17 FREQUENCY:100% of completed work INSPECTOR: Daniel W. Ryan P.E. REPORT NUMBER: 1140-VE-DIR#6 WEATHER: Cloudy TEMPERATURE: 32 F DESCRIPTION OF SPECIAL INSPECTIONS AND TESTING Steel frame for PEMB, purlins, gifts, framing DISCREPANCIES OBSERVED ® CORRECTED AT RE-INSPECTION NONE INSPECTION REQUIRED 1 ❑NO ❑YES ❑ NO ❑YES 2 ❑NO ❑YES ❑NO ❑YES 3 ❑NO ❑YES ❑ NO ❑YES 4 ❑NO ❑YES ❑NO ❑YES 5 ❑NO ❑YES ❑ NO ❑YES 6 ❑NO ❑YES ❑NO ❑YES 7 ❑NO ❑YES ❑NO ❑YES 8 ❑NO ❑YES ❑ NO ❑YES 9 ❑NO ❑YES ❑NO ❑YES 10 ❑NO ❑YES ❑NO ❑YES ITEMS REQUIRING RDP APPROVAL,AUTHORIZATION,AND/OR REVIEW: ®NO ❑YES The Contractor and RDP are responsible for resolving discrepancies note above. Please contact VISION Engineering, LLC for re-inspection of corrected items or if subsequently approved or authorized by the RDP. Contractor shall not commence with construction related to this Work until all discrepancies noted have been corrected and re-inspected or otherwise approved by the RDP. All authorizations, approvals, or changes to the Work by the RDP related to any discrepancy noted shall be forwarded to VISION for inclusion on our final report. Any comments pertaining to the accuracy of the information contained in this report shall be brought to the attention of VISION within five business days of receipt of the report. I certify to the best of my knowledge; the accuracy of the above report information, and that all work observed unless noted in the REPORT DISTRIBUTION discrepancy list above was completed in general conformance with plans and specifications. OWNER billb@mohawkindustrial.com CONTRACTOR DGros@vandh.net Daniel W. Ryan P.E. RDP mccoola_architect@msn.com BUILDING CODE johno@queensbury.net Special Inspector OFFICIAL fl 611 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P:518-792-9264 www.visionengineeringllc.com -‘1%6,/ VISION,Engineering PROJECT: Mohawk Industrial Werks INSPECTION CATEGORY: Steel LOCATION: 140 Carey Road CONTINUOUS: ❑ PERIODIC: DATE: 2/21/17 FREQUENCY:100% of completed work INSPECTOR: Daniel W. Ryan P.E. REPORT NUMBER: 1140-VE-DIR#7 WEATHER: Partly Sunny TEMPERATURE: 50 F DESCRIPTION OF SPECIAL INSPECTIONS AND TESTING Steel framing, canopy, entrance, misc DISCREPANCIES OBSERVED Q NONE CORRECTED AT RE-INSPECTION INSPECTION REQUIRED 1 ❑NO ❑YES ❑NO ❑YES 2 ❑NO ❑YES ❑NO ❑YES 3 ❑NO ❑YES ❑NO ❑YES 4 ❑NO ❑YES ❑NO ❑YES 5 ❑NO ❑YES ❑NO ❑YES 6 ❑NO ❑YES ❑NO ❑YES 7 ❑NO ❑YES ❑NO ❑YES 8 ❑NO ❑YES ❑NO ❑YES 9 ❑NO ❑YES ❑NO ❑YES 10 ❑NO ❑YES ❑NO ❑YES ITEMS REQUIRING RDP APPROVAL,AUTHORIZATION,AND/OR REVIEW: ®NO ❑YES The Contractor and RDP are responsible for resolving discrepancies note above. Please contact VISION Engineering, LLC for re-inspection of corrected items or if subsequently approved or authorized by the RDP. Contractor shall not commence with construction related to this Work until all discrepancies noted have been corrected and re-inspected or otherwise approved by the RDP. All authorizations, approvals, or changes to the Work by the RDP related to any discrepancy noted shall be forwarded to VISION for inclusion on our final report. Any comments pertaining to the accuracy of the information contained in this report shall be brought to the attention of VISION within five business days of receipt of the report. I certify to the best of my knowledge; the accuracy of the above report information, and that all work observed unless noted in the REPORT DISTRIBUTION discrepancy list above was completed in general conformance with plans and specifications. OWNER billb@mohawkindustrial.com CONTRACTOR DGros@vandh.net Daniel W. Ryan P.E. RDP mccoola_architect@msn.com BUILDING Special Inspector OFFICIAL CODE johno@queensbury.net CI ® 206 Glen Street•Suite 56•Glens Falls,NY•12801 •P:518-792-9264 www.visionengineeringllc.com -‘1%.01°7 CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 1 :PAGE#:1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 11/02/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GARY McCOOLA AMBIENT WEATHER: 50's:RAIN PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK OUR FILE LOCATION: 178704 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:G/8-G/12 PLACEMENT LOCATION OF LOAD# 2: FOOTING:G/12-G/13-A/13 PLACEMENT LOCATION OF LOAD# 3: FOOTING:A/13-A/9 DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 195/40614849 215 / 40614850 255 / 40614851 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11.00 / 22.00 10.00 / 32.00 TIME CONC. BATCHED/ARRIVED: 10.21/ 10.48 10.47 / 11.01 11.05 / 11.20 TIME PLACEMENT BEGAN/ENDED: 10.50/ 11.13 11.16 / 11.38 11.41 / 11.56 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.87 0.85 0.85 SLUMP ON ARRIVAL (INCHES), 5.00 4.25 4.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00- 5.00) 5.00 4.25 4.25 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 6.20 UNIT WEIGHT (PCF) (SPEC: - ) 146.20 CONCRETE TEMP. (F) (SPEC 45 - 90) 74 74 73 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 178704- 178709 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/03/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL COARSE AGGREGATE#1: LBS. 178704 11/09/17 7 40,650 3240 COARSE AGGREGATE#2: LBS. 178705 11/09/17 7 38,100 3030 COARSE AGGREGATE#3: LBS. 178706 11/30/17 28 52,100 4150 FINE AGGREGATE: LBS. 178707 11/30/17 28 51,550 4100 ADMIXTURE#1: OZS. 178708 11/30/17 28 53,950 4300 ADMIXTURE#2: OZS. 178709 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 1 :PAGE#:2 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 11/02/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GARY McCOOLA AMBIENT WEATHER: 50's:CLOUDY PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK OUR FILE LOCATION: 178710 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: FOOTING:A/9-A/8-D/8 PLACEMENT LOCATION OF LOAD# 5: FOOTING:D/8-G/8;PIER FOOTING:D/3,D/4,D/5,D/6,D/7 PLACEMENT LOCATION OF LOAD# 6: DELIVERED LOAD NUMBER: 4 5 6 TRUCK NUMBER/TICKET NUMBER: 259/40614852 195 / 40614853 255 / 40614851 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 42.00 10.00 / 52.00 10.00 / 62.00 TIME CONC. BATCHED/ARRIVED: 11.35/ 11.46 11.46 / 12.08 11.05 / 11.20 TIME PLACEMENT BEGAN/ENDED: 11.57/ 12.29 12.31 / 12.53 11.41 / 11.56 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.90 1.12 0.85 SLUMP ON ARRIVAL (INCHES): 4.75 4.25 4.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00- 5.00) 4.75 4.25 4.25 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 6.10 UNIT WEIGHT (PCF) (SPEC: - ) 144.31 CONCRETE TEMP. (F) (SPEC: 45 - 90) 74 73 73 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 178710 - 178715 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYUNDERS RECEIVED: 11/03/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 178710 11/09/17 7 33,200 2640 COARSE AGGREGATE#2: LBS. 178711 11/09/17 7 31,900 2540 COARSE AGGREGATE#3: LBS. 178712 11/30/17 28 42,100 3350 FINE AGGREGATE: LBS. 178713 11/30/17 28 40,950 3260 ADMIXTURE#1: OZS. 178714 11/30/17 28 42,650 3400 ADMIXTURE#2: OZS. 178715 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY rT.ww9wr� TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 2 :PAGE#:1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 11/09/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GARY McCOOLA AMBIENT WEATHER: 40's:CLOUDY PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK OUR FILE LOCATION: 179043 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:D/7-A/7-A/9 PLACEMENT LOCATION OF LOAD# 2: FOUNDATION WALL:A/9-A/13 PLACEMENT LOCATION OF LOAD# 3: FOUNDATION WALL:A/13-G/13 DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 255/40614914 259 / 40614915 195 / 40614916 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 10.00 / 20.00 10.00 / 30.00 TIME CONC. BATCHED/ARRIVED: 1.11/ 1.30 1.31 / 1.47 1.46 / 2.00 TIME PLACEMENT BEGAN/ENDED: 1.36/ 2.00 2.03 / 2.39 2.42 / 3.06 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.82 1.13 1.33 SLUMP ON ARRIVAL (INCHES) 5.00 4.75 5.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00- 5.00) 5.00 4.75 5.25 1 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 6.40 UNIT WEIGHT (PCF) (SPEC: - ) 146.62 CONCRETE TEMP. (F) (SPEC. 45 - 90) 71 70 71 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 179043- 179048 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 3:SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/10/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 179043 11/16/17 7 38,600 3070 COARSE AGGREGATE#2: LBS. 179044 11/16/17 7 37,200 2960 COARSE AGGREGATE#3: LBS. 179045 12/07/17 28 50,150 3990 FINE AGGREGATE: LBS. 179046 12/07/17 28 48,700 3880 ADMIXTURE#1: OZS. 179047 12/07/17 28 49,100 3910 ADMIXTURE#2: OZS. 179048 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 2 :PAGE#:2 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 11/09/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GARY McCOOLA AMBIENT WEATHER: 40's:CLOUDY PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK OUR FILE LOCATION: 179049 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: FOUNDATION WALL:G/13-G/9 PLACEMENT LOCATION OF LOAD# 5: FOUNDATION WALL:G/9-G/7-D/7 DELIVERED LOAD NUMBER: 4 5 TRUCK NUMBER/TICKET NUMBER: 255/40614917 239 / 40614918 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 40.00 10.00 / 50.00 TIME CONC. BATCHED/ARRIVED: 2.58/ 3.17 3.16 / 3.35 TIME PLACEMENT BEGAN/ENDED: 3.20/ 3.44 3.47 / 4.11 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.77 0.92 SLUMP ON ARRIVAL (INCHES), 5.50 5.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00- 5.00) 5.50 1 5.25 1 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 6.20 UNIT WEIGHT (PCF) (SPEC: - ) 145.82 CONCRETE TEMP. (F) (SPEC: 45 - 90) 70 71 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 179049 - 179054 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 4,5:SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/10/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 179049 11/16/17 7 31,950 2540 COARSE AGGREGATE#2: LBS. 179050 11/16/17 7 32,600 2600 COARSE AGGREGATE#3: LBS. 179051 12/07/17 28 42,650 3400 FINE AGGREGATE: LBS. 179052 12/07/17 28 43,700 3480 ADMIXTURE#1: OZS. 179053 12/07/17 28 41,000 3260 ADMIXTURE#2: OZS. 179054 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 3 :PAGE#:1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 11/16/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.GARY McCOOLA AMBIENT WEATHER: 40's:CLOUDY PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK OUR FILE LOCATION: 179292 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:E/7-E/3-F/3-F/2 PLACEMENT LOCATION OF LOAD# 2: FOOTING:F/2-B/2 PLACEMENT LOCATION OF LOAD# 3: FOOTING:B/2-B/7 DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 203/40614976 259 / 40614977 195 / 40614978 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 10.00 / 20.00 10.00 / 30.00 TIME CONC. BATCHED/ARRIVED: 11.23/ 11.44 11.46 / 12.03 12.11 / 12.35 TIME PLACEMENT BEGAN/ENDED: 11.50/ 12.15 12.17 / 12.40 12.24 / 1.10 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.87 0.90 0.98 SLUMP ON ARRIVAL (INCHES), 5.00 5.00 4.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00- 5.00) 5.00 5.00 4.50 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: - ) 146.88 CONCRETE TEMP. (F) (SPEC: 45 - 90) 64 64 63 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 179292- 179297 DISCREPANCIES&REMARKS: PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE.PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/17/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 179292 11/23/17 7 49,150 3910 COARSE AGGREGATE#2: LBS. 179293 11/23/17 7 47,750 3800 COARSE AGGREGATE#3: LBS. 179294 12/14/17 28 57,600 4590 FINE AGGREGATE: LBS. 179295 12/14/17 28 58,650 4670 ADMIXTURE#1: OZS. 179296 12/14/17 28 59,100 4710 ADMIXTURE#2: OZS. 179297 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 4 :PAGE#:1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 11/22/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GARY McCOOLA AMBIENT WEATHER: 40's:CLOUDY PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK OUR FILE LOCATION: 179556 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:B/2-B/7 PLACEMENT LOCATION OF LOAD# 2: FOUNDATION WALL:B/2-B/1-C.5/1-C.5/0-E/0-E/1 PLACEMENT LOCATION OF LOAD# 3: FOUNDATION WALL:E/1-F/1-F/5 DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 195/40615032 259 / 40615033 203 / 40615034 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 10.00 / 20.00 10.00 / 30.00 TIME CONC. BATCHED/ARRIVED: 1.52/ 2.12 2.20 / 2.36 3.01 / 3.20 TIME PLACEMENT BEGAN/ENDED: 2.16/ 2.41 2.44 / 3.14 3.25 / 4.01 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.82 0.90 1.00 SLUMP ON ARRIVAL (INCHES)': 5.25 5.00 5.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00- 5.00) 5.25 1 5.00 5.50 1 ENTRAINED AIR ('Y VOL) (SPEC: 5.00- 7.00) 6.60 UNIT WEIGHT (PCF) (SPEC: - ) 147.68 CONCRETE TEMP. (F) (SPEC: 45 - 90) 68 69 69 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 179556- 179561 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 1,3:SLUMP PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE.PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/23/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL COARSE AGGREGATE#1: LBS. 179556 11/29/17 7 36,750 2930 COARSE AGGREGATE#2: LBS. 179557 11/29/17 7 37,900 3020 COARSE AGGREGATE#3: LBS. 179558 12/20/17 28 45,200 3600 FINE AGGREGATE: LBS. 179559 12/20/17 28 46,600 3710 ADMIXTURE#1: OZS. 179560 12/20/17 28 47,350 3770 ADMIXTURE#2: OZS. 179561 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY rfeu►�.ci TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 4 :PAGE#:2 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 11/22/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GARY McCOOLA AMBIENT WEATHER: 40's:CLOUDY PROJECT: MOHAWK INDUSTRIAL WERKS:GUEENSBURY,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: FOUNDATION WALL:F/5-F/7;PIER COLUMN:D/1,D/2,D/3,D/4,D/5,D/6 DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 195/40615035 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 40.00 TIME CONC. BATCHED/ARRIVED: 3.47/ 4.05 TIME PLACEMENT BEGAN/ENDED: 4.10/ 4.40 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.88 SLUMP ON ARRIVAL (INCHES). 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00- 5.00) 5.00 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 90) 70 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBER DISCREPANCIES&REMARKS: PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE.PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. UNLESS NOTED ALL TESTING lAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/23/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE: LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 5 :PAGE#:1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 12/08/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GARY McCOOLA AMBIENT WEATHER: 30's:CLOUDY PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK OUR FILE LOCATION: 180191 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:B/C @ 8/9 PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:B/C @ 9/10 PLACEMENT LOCATION OF LOAD# 3: SLAB ON GRADE:C/D @ 8/9 DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 215/40615141 259 / 40615142 255 / 40615143 YARDAGE DELIVERED/SUBTOTAL: 10.50/ 10.50 10.50 / 21.00 10.50 / 31.50 TIME CONC. BATCHED/ARRIVED: 6.25/ 6.57 6.43 / 7.12 7.05 / 7.34 TIME PLACEMENT BEGAN/ENDED: 9.05/ 7.19 7.20 / 7.39 7.40 / 7.57 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.90 0.93 0.87 SLUMP ON ARRIVAL (INCHES), 6.00 6.00 5.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00- 5.00) 6.00 1 6.00 1 5.75 1 ENTRAINED AIR (%VOL) (SPEC: - 3.00) 2.10 UNIT WEIGHT (PCF) (SPEC: - ) 152.94 CONCRETE TEMP. (F) (SPEC: 45 - 90) 64 64 63 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 180191- 180196 DISCREPANCIES&REMARKS: 1:CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE.PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/11/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 180191 12/15/17 7 51,000 4060 COARSE AGGREGATE#2: LBS. 180192 12/15/17 7 52,750 4200 COARSE AGGREGATE#3: LBS. 180193 01/05/18 28 66,400 5290 FINE AGGREGATE: LBS. 180194 01/05/18 28 65,050 5180 ADMIXTURE#1: OZS. 180195 01/05/18 28 66,500 5290 ADMIXTURE#2: OZS. 180196 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 5 :PAGE*:2 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 12/08/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GARY McCOOLA AMBIENT WEATHER: 30's:CLOUDY PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK OUR FILE LOCATION: 180197 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: SLAB ON GRADE:C/D @ 9/10 PLACEMENT LOCATION OF LOAD# 5: SLAB ON GRADE:D/E @ 8/9 PLACEMENT LOCATION OF LOAD# 6: SLAB ON GRADE:E/F @ 8/9 DELIVERED LOAD NUMBER: 4 5 6 TRUCK NUMBER/TICKET NUMBER: 265/40615145 215 /40615146 372 / 40615147 YARDAGE DELIVERED/SUBTOTAL: 10.50/ 42.00 10.50 / 52.50 10.50 / 63.00 TIME CONC. BATCHED/ARRIVED: 7.25/ 8.09 8.02 / 8.38 8.25 / 9.00 TIME PLACEMENT BEGAN/ENDED: 8.12/ 8.28 8.40 / 8.55 9.03 / 9.16 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.05 0.88 0.85 SLUMP ON ARRIVAL (INCHES): 6.00 6.25 6.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00- 5.00) 6.00 1 6.25 1 6.50 1 ENTRAINED AIR (%VOL) (SPEC: - 3.00) 1.60 UNIT WEIGHT (PCF) (SPEC: - ) 153.02 CONCRETE TEMP. (F) (SPEC: 45 - 90) 64 64 64 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 180197 - 180202 DISCREPANCIES&REMARKS: 1:CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE.PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/11/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 180197 12/15/17 7 55,950 4450 COARSE AGGREGATE#2: LBS. 180198 12/15/17 7 54,050 4300 COARSE AGGREGATE#3: LBS. 180199 01/05/18 28 69,350 5520 FINE AGGREGATE: LBS. 180200 01/05/18 28 70,400 5610 ADMIXTURE#1: OZS. 180201 01/05/18 28 72,800 5800 ADMIXTURE#2: OZS. 180202 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 5 :PAGE#:3 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 12/08/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GARY McCOOLA AMBIENT WEATHER: 30's:CLOUDY PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 7: SLAB ON GRADE:D/E @ 9/10 PLACEMENT LOCATION OF LOAD# 8: SLAB ON GRADE:E/F @ 9/10 PLACEMENT LOCATION OF LOAD# 9: SLAB ON GRADE:B/C @ 10/11 DELIVERED LOAD NUMBER: 7 8 9 TRUCK NUMBER/TICKET NUMBER: 259/40615148 252 / 40615149 252 / 40615150 YARDAGE DELIVERED/SUBTOTAL: 10.50/ 73.50 10.50 / 84.00 10.50 / 94.50 TIME CONC. BATCHED/ARRIVED: 8.39/ 9.12 8.54 / 9.29 9.15 / 9.44 TIME PLACEMENT BEGAN/ENDED: 9.19/ 9.31 9.33 / 9.48 9.50 / 10.18 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.87 0.90 1.05 SLUMP ON ARRIVAL (INCHES). 6.00 6.00 5.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00- 5.00) 6.00 1 6.00 1 5.75 1 ENTRAINED AIR (%VOL) (SPEC: - 3.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 90) 63 63 64 NUMBER OF TEST SPECIMEN CAST. LAB CYLINDER CONTROL NUMBERS DISCREPANCIES&REMARKS: 1:CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE.PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/11/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE: LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 5 :PAGE#:4 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 12/08/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GARY McCOOLA AMBIENT WEATHER: 30's:CLOUDY PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK OUR FILE LOCATION: 180203 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 10: SLAB ON GRADE:B/C @ 11/12 PLACEMENT LOCATION OF LOAD# 11 : SLAB ON GRADE:C/D @ 10/11 PLACEMENT LOCATION OF LOAD# 12: SLAB ON GRADE:B/C @ 12/13 DELIVERED LOAD NUMBER: 10 11 12 TRUCK NUMBER/TICKET NUMBER: 215/40615151 264 / 40615152 255 / 40615154 YARDAGE DELIVERED/SUBTOTAL: 10.50/ 105.00 10.50 / 115.50 10.50 / 126.00 TIME CONC. BATCHED/ARRIVED: 9.19/ 9.55 10.10 / 10.43 10.46 / 11.18 TIME PLACEMENT BEGAN/ENDED: 10.20/ 10.39 10.50 / 11.11 11.21 / 11.33 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.33 1.02 0.78 SLUMP ON ARRIVAL (INCHES), 5.75 5.75 5.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00- 5.00) 5.75 1 5.75 1 5.50 1 ENTRAINED AIR (%VOL) (SPEC: - 3.00) 2.10 UNIT WEIGHT (PCF) (SPEC: - ) 152.53 CONCRETE TEMP. (F) (SPEC: 45 - 90) 63 62 64 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 180203- 180208 DISCREPANCIES&REMARKS: 1:CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE.PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/11/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 180203 12/15/17 7 45,750 3640 COARSE AGGREGATE#2: LBS. 180204 12/15/17 7 47,100 3750 COARSE AGGREGATE#3: LBS. 180205 01/05/18 28 56,700 4510 FINE AGGREGATE: LBS. 180206 01/05/18 28 55,450 4410 ADMIXTURE#1: OZS. 180207 01/05/18 28 57,800 4600 ADMIXTURE#2: OZS. 180208 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 5 :PAGE#:5 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 12/08/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GARY McCOOLA AMBIENT WEATHER: 30's:CLOUDY PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK OUR FILE LOCATION: 180203 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 13: SLAB ON GRADE:D/E @ 10/11 PLACEMENT LOCATION OF LOAD# 14: SLAB ON GRADE:E/F @ 10/11 PLACEMENT LOCATION OF LOAD# 15: SLAB ON GRADE:C/D @ 11/12 DELIVERED LOAD NUMBER: 13 14 15 TRUCK NUMBER/TICKET NUMBER: 259/40615155 265 / 40615156 257 / 40615157 YARDAGE DELIVERED/SUBTOTAL: 10.50/ 136.50 10.50 / 147.00 10.00 / 157.00 TIME CONC. BATCHED/ARRIVED: 11.00/ 11.30 11.20 / 11.50 11.41 / 12.15 TIME PLACEMENT BEGAN/ENDED: 11.35/ 11.51 11.54 / 12.09 12.18 / 12.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.85 0.82 0.82 SLUMP ON ARRIVAL (INCHES), 5.75 6.00 5.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00- 5.00) 5.75 1 6.00 1 5.75 1 ENTRAINED AIR (°/VOL) (SPEC: - 3.00) 1.50 UNIT WEIGHT (PCF) (SPEC: - ) 152.26 CONCRETE TEMP. (F) (SPEC: 45 - 90) 63 63 63 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 180203 - 180208 DISCREPANCIES&REMARKS: 1:CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE.PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/11/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 180203 12/15/17 7 48,950 3900 COARSE AGGREGATE#2: LBS. 180204 12/15/17 7 46,300 3690 COARSE AGGREGATE#3: LBS. 180205 01/05/18 28 59,450 4730 FINE AGGREGATE: LBS. 180206 01/05/18 28 58,700 4670 ADMIXTURE#1: OZS. 180207 01/05/18 28 56,900 4530 ADMIXTURE#2: OZS. 180208 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 6 :PAGE#:1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 12/09/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 INSPECTOR&TEST SET: CAST BY CLIENT ATT'N: MR.GARY McCOOLA AMBIENT WEATHER: PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK OUR FILE LOCATION: 180215 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# : SLAB ON GRADE: DELIVERED LOAD NUMBER: TRUCK NUMBER/TICKET NUMBER: YARDAGE DELIVERED/SUBTOTAL: TIME CONC. BATCHED/ARRIVED: TIME PLACEMENT BEGAN/ENDED: CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) SLUMP ON ARRIVAL (INCHES), WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00- 5.00) ENTRAINED AIR (%VOL) (SPEC: - 3.00) UNIT WEIGHT (PCF) (SPEC: - ) 151.73 CONCRETE TEMP. (F) (SPEC: 45 - 90) NUMBER OF TEST SPECIMEN CAST 2 LAB CYLINDER CONTROL NUMBERS 180215- 180216 DISCREPANCIES&REMARKS: PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE.PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/11/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 180215 12/16/17 7 43,850 3490 COARSE AGGREGATE#2: LBS. 180216 01/06/18 28 69,800 5560 COARSE AGGREGATE#3: LBS. FINE AGGREGATE: LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT DATE- 11/13/17 %GARY McCOOLA ARCHITECT,PLLC. SAMPLE NUMBER: 17766 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 LAB TECHNICIAN: BRYAN CASAW ATTN: MR.GARY McCOOLA PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK REPORT OF MOISTURE/DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: ONSITE MATERIAL:SAND MATERIAL DESCRIPTION: SAND,fine;trace Silt/Clay PROCTOR METHOD: ASTM D-1557:MODIFIED EFFORT GRADATION METHOD: ASTM D-1140/D-422:WASHED ZERO AIR VOIDS CURVE: 2.38 SPECIFIC GRAVITY MAXIMUM DENSITY 112.2 PCF OPTIMUM MOISTURE 11.7% 117 i i i i ; 1 " i i i GRADATION 116 i i i j i i SIEVE PERCENT SPECIFICATION i SIZE PASSING ALLOWANCE 115 ! ! i I 4" 3" 114 i z 1n " i 2" m1 1R 113 • 1 " 0 1 i . I IIs. • ii CO110 iiT 100.0 U "a 109 iii :99.8 to #10 ? 108 + i i i . #16 99.5 O i i i #20 107 • i i • I 1 #30 87.9 #40 73.3 106 • I #50 48.8 ' ! . #60 105 i " • #80 . #100 14.5 104 --_ ! i -1- i--J- -- - #140 8 9 10 11 12 13 14 15 16 #200 6.6 MOISTURE CONTENT:::PERCENT DRY WEIGHT REPORT DISTRIBUTION: GENERAL NOTES: Respectfully, I: CONSTRUCTION TECHNOLOGY 2: 4: TOM JOSL1N S.E.T.,(NICET) 5: MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT DATE:- 11/13/17 %GARY McCOOLA ARCHITECT,PLLC. SAMPLE NUMBER: 17767 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 LAB TECHNICIAN: BRYAN CASAW A1TN: MR.GARY McCOOLA PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK REPORT OF MOISTURE/DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: BORROW:HUDSON FALLS:SAND MATERIAL DESCRIPTION: SAND,medium/fine;trace Silt/CIay PROCTOR METHOD: ASTM D-1557:MODIFIED EFFORT GRADATION METHOD: ASTM D-1140/D-422:WASHED ZERO AIR VOIDS CURVE: 2.42 SPECIFIC GRAVITY MAXIMUM DENSITY 110.7 PCF OPTIMUM MOISTURE 13.1 % 116 i i • GRADATION 115 r ' r SIEVE PERCENT SPECIFICATION t ! r SIZE PASSING ALLOWANCE 114 4" ! 3" 113 i 2 " t i r • 2 tto" 112 11/2" 0j ; I" g 111 3/4" I— ! i } r 1/2" p 110 i ' r i 3/8" 100.0 0 i 1/4" 99.8 CO 109 i #4 99.7 0 1/8" tu 108 i i r i #8 99.0 G I , #10 z 107 #16 95.4 0 ' #20 106 #30 72.4 ; #40 50.0 105 #50 28.3 #60 104 c r r #80 #100 6.9 103 i i . --#140 9 10 11 12 13 14 15 16 17 #200 2.2 MOISTURE CONTENT:::PERCENT DRY WEIGHT REPORT DISTRIBUTION: GENERAL NOTES: Respectfully, 1: CONSTRUCTION TECHNOLOGY 2: 4: TOM JOSLIN,S.E.T.,(NICET) 5: MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT DATE:- 11/13/17 %GARY McCOOLA ARCHITECT,PLLC. SAMPLE NUMBER: 17768 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 LAB TECHNICIAN: BRYAN CASAW ATT'N: MR.GARY McCOOLA PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK REPORT OF MOISTURE/DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: BORROW:FRIEDMAN:BANK RUN SAND MATERIAL DESCRIPTION: SAND,fine;some fine Gravel;little Silt/Clay PROCTOR METHOD: ASTM D-I557:MODIFIED EFFORT GRADATION METHOD: ASTM D-I 140/D-422:WASHED +3/4"CORRECTION: 128.4 PCF ZERO AIR VOIDS CURVE: 2.67 SPECIFIC GRAVITY MAXIMUM DENSITY 126.4 PCF OPTIMUM MOISTURE 10.4% 131 i 1 ' 1 1 , 1 r i GRADATION 130 _I SIEVE PERCENT SPECIFICATION 1 r ! t SIZE PASSING ALLOWANCE 129 I 1 + ! 4" ! • ' 3" 128 I i i 2 1/2" , 1 2" 100.0 IZ 127 1 112" 1 I i 96.6 w 1" 126 i O 3/4" 93.6 i- 12" 87.0 0 125 f i N 3/8" 83.8 v i • 1/4" 81.0 tO 124 i 1 t #4 79.3 V ' i I i 1 1/8" W 123 a. #8 75.2 y i #10 Z 122 #16 72.0 O i in. #20 121 i j { #30 65.8 + j #40 57.2 120 I F 1 #50 39.9 ! 1 #60 119 i #80 ! 1 #100 17.4 118 1 #140 6 7 8 9 10 11 12 13 14 #200 11.0 MOISTURE CONTENT:::PERCENT DRY WEIGHT REPORT DISTRIBUTION: GENERAL NOTES: Respectfully, 1: CONSTRUCTION TECHNOLOGY 2: 4: TOM JOSLIN,S.E.T.,(NICET) 5: MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT DATEr 11/13/17 %GARY McCOOLA ARCHITECT,PLLC. SAMPLE NUMBER: 17769 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER 1658.001 GLENS FALLS,NEW YORK 12801 LAB TECHNICIAN: BRYAN CASAW ATM: MR.GARY McCOOLA PROJECT: MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK REPORT OF MOISTURE/DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: BORROW:FRIEDMAN:ITEM 4 GRAVEL MATERIAL DESCRIPTION: GRAVEL,fine;and medium/coarse Sand;trace Silt/Clay PROCTOR METHOD: ASTM D-I557:MODIFIED EFFORT GRADATION METHOD: ASTM D-1140/D-422:WASHED +3/4"CORRECTION: 138.8 PCF ZERO AIR VOIDS CURVE: 2.68 SPECIFIC GRAVITY MAXIMUM DENSITY 133.0 PCF 138 OPTIMUM MOISTURE 8.2% i I I t GRADATION 137 i t I t t SIEVE PERCENT SPECIFICATION { t i SIZE PASSING ALLOWANCE �' { j i ; i ; i 4" i t 3" 135 i i 1 21/2" . 2" 100.0 Z 134 _ i s i t 1 1/2" E i j i 1" 94.3 C 133 ' i } 3/4" 79.4 i- } i ji/K--4-- 1/2" 67.8 p 132 i i t 1 I • 3/8" 61.5 V 1/4" 54.7 M 131 #4 50.5 U 1/8" w 130 #8 40.3 coi ! ! #10 z 129 #16 32.5 #20 ° 128 #30 26.1 t t � #40 23.2 127 1 i #50 19.8 t #60 126 ; #80 #100 13.6 125 j #140 4 5 6 7 8 9 10 11 12 #200 9.4 MOISTURE CONTENT:::PERCENT DRY WEIGHT REPORT DISTRIBUTION: GENERAL NOTES: '•.pi,ctfully, 1: CONSTRUCTION TECHNOLOGY 4: TOM JOSLIN,S.E.T.,(NICET) 5: MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 1 :PAGE#: 1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 11/13/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 FIELD INSPECTOR: DAVE CASAW ATT'N: MR.GARY McCOOLA PROJECT:MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 17767 13.1 110.7 SAND,medium/fine;trace Silt/Clay BORROW:HUDSON FALLS FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOUNDATION WALL BACKFILL ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOUNDATION WALL COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 17767 F.G. -3.00' INTERIOR BACKFILL:NORTH WALL,CENTER 4.3% 109.7 99.1 % 2 17767 F.G. -3.00' INTERIOR BACKFILL:NORTHEAST CORNER 4.0% 109.4 98.8% 3 17767 F.G. -3.00' INTERIOR BACKFILL:SOUTHEAST CORNER 4.4% 109.6 99.0% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE Z;''f�*� 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 2 :PAGE#: 1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 11/16/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 FIELD INSPECTOR: DAVE CASAW ATT'N: MR.GARY McCOOLA PROJECT:MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 17767 13.1 110.7 SAND,medium/fine;trace Silt/Clay BORROW:HUDSON FALLS 17768 10.4 128.4 SAND,fine;some fine Gravel;little Silt/Clay FRIEDMAN:ROB FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOUNDATION WALL BACKFILL ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOUNDATION WALL COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION s LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 17767 F.G. -1.50' INTERIOR BACKFILL:G/10 5.0% 110.7 100.0% 2 17767 F.G. -1.50' INTERIOR BACKFILL:C.7/8 5.3% 108.8 98.3% 3 17767 F.G. -1.50' INTERIOR BACKFILL:A/9 7.0% 107.7 97.3% 4 17767 F.G. -1.50' INTERIOR BACKFILL:B/10 5.4% 110.3 99.6% 5 17767 F.G. -1.50' INTERIOR BACKFILL:A/13 4.6% 106.9 96.6 6 17768 F.G. -2.50' EXTERIOR BACKFILL:A/10 5.1 % 123.1 95.9% 7 17768 F.G. -3.00' EXTERIOR BACKFILL:G/10 6.5% 126.5 98.5% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR ���� 4: 4. FG =FINISH GRADE 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 3 :PAGE#: 1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 11/29/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 FIELD INSPECTOR: BOB BEHAN ATT'N: MR.GARY McCOOLA PROJECT:MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 17767 13.1 110.7 SAND,medium/fine;trace Silt/Clay BORROW:HUDSON FALLS FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOUNDATION WALL BACKFILL ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOUNDATION WALL COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 17767 F.G. -2.00' INTERIOR BACKFILL:B/5 4.2% 105.9 95.7% 2 17767 F.G. -2.00' INTERIOR BACKFILL:C.5/4 3.7% 106.7 96.4% 3 17767 F.G. -2.00' INTERIOR BACKFILL:E/5 4.1 % 107.1 96.7% 4 17767 F.G. -3.00' INTERIOR BACKFILL:E/7 4.6% 106.2 95.9% 5 17767 F.G. -2.00' INTERIOR BACKFILL:D/4 4.3% 105.8 95.6% 6 17767 F.G. -1.50' INTERIOR BACKFILL:B/1.5 4.2% 105.9 95.7% 7 17767 F.G. -1.50' INTERIOR BACKFILL:D.5/1 4.5% 107.3 96.9 cie REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE ZarG9.o.eXr 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 4 :PAGE#: 1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 11/30/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 FIELD INSPECTOR: DAVE CASAW ATT'N: MR.GARY McCOOLA PROJECT:MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 17767 13.1 110.7 SAND,medium/fine;trace Silt/Clay _ BORROW:HUDSON FALLS FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOOTING SUBGRADE COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 17767 F.G. -1.00' FOOTING SUBGRADE:GARAGE:BATHROOM 4.6% 108.6 98.1 % 2 17767 FINISH GRADE FOOTING SUBGRADE:GARAGE:BATHROOM 4.9% 109.3 98.7% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR ��� 4: 4. FG =FINISH GRADE 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION, P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 5 :PAGE#: 1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 11/30/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 FIELD INSPECTOR: DAVE CASAW ATT'N: MR.GARY McCOOLA PROJECT:MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 17767 13.1 110.7 SAND,medium/fine;trace Silt/Clay BORROW:HUDSON FALLS FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOUNDATION WALL BACKFILL ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOUNDATION WALL COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL DEPTH OR MOISTURE I INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 17767 F.G. -1.66' INTERIOR BACKFILL:B/4 3.5% 108.6 98.1 % 2 17767 F.G. -1.66' INTERIOR BACKFILL:B/6 3.8% 107.6 97.2 3 17767 F.G. -1.66' INTERIOR BACKFILL:C/3.5 3.7% 108.2 97.7% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR ,���� 4: 4. FG =FINISH GRADE 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 6 :PAGE#: 1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 12/05/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 FIELD INSPECTOR: BOB BEHAN ATT'N: MR.GARY McCOOLA PROJECT:MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 17769 8.2 138.8 GRAVEL,fine;and medium/coarse Sand;trace Silt/Clay BORROW:FRIEDMAN,1-4 FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: SLAB SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL ' DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 17769 FINISH GRADE SLAB SUBGRADE:B/8 5.8% 136.1 98.1 % 2 17769 FINISH GRADE SLAB SUBGRADE:D/8 6.1 % 135.6 97.7% 3 17769 FINISH GRADE SLAB SUBGRADE:E/8 5.3% 137.2 98.8% 4 17769 FINISH GRADE SLAB SUBGRADE:B/10 6.0% 138.3 99.6% 5 17769 FINISH GRADE SLAB SUBGRADE:D/10 5.7% 140.3 100.0% 6 17769 FINISH GRADE SLAB SUBGRADE:E/10 5.8% 136.9 98.6% 7 17769 FINISH GRADE SLAB SUBGRADE:B/12 6.1 % 137.0 98.7% 8 17769 FINISH GRADE SLAB SUBGRADE:D/12 5.3% 136.3 98.2% 9 17769 FINISH GRADE SLAB SUBGRADE:E/12 4.9% 140.6 100.0% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE Z°''AZI• 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax: (518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 7 :PAGE#: 1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 12/06/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 FIELD INSPECTOR: DAVE CASAW ATT'N: MR.GARY McCOOLA PROJECT:MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 17766 11.7 112.2 SAND,fine;trace Silt/Clay ONSITE SAND FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: SLAB SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 17766 F.G. -1.00' SLAB SUBGRADE:D/6 7.7% 110.6 98.6% 2 17766 F.G. -1.00' SLAB SUBGRADE:A/6 8.3% 108.9 97.1 % 3 17766 F.G. -1.00' SLAB SUBGRADE:A/4 5.3% 108.9 97.1 % 4 17766 F.G. -1.00' SLAB SUBGRADE:D/4 9.1 % 108.8 97.0% 5 17766 F.G. -1.00' SLAB SUBGRADE:D/2 8.2% 108.2 96.4% 6 17766 F.G. -1.00' SLAB SUBGRADE:A/2 5.4% 107.7 96.0% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR , 4: 4. FG =FINISH GRADEtzerAgeAr 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: 140 CAREY ROAD,LLC REPORT NUMBER: 8 :PAGE#: 1 %GARY McCOOLA ARCHITECT,PLLC. INSPECTION DATE: 12/07/17 3 BROAD STREET-THIRD FLOOR OUR FILE NUMBER: 1658.001 GLENS FALLS,NEW YORK 12801 FIELD INSPECTOR: BOB BEHAN ATT'N: MR.GARY McCOOLA PROJECT:MOHAWK INDUSTRIAL WERKS:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 17769 8.2 138.8 GRAVEL,fine;and medium/coarse Sand;trace Silt/Clay BORROW:FRIEDMAN,1-4 FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: SLAB SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 17769 FINISH GRADE SLAB SUBGRADE:B.5/5.5 6.1 % 136.1 98.1 % 2 17769 FINISH GRADE SLAB SUBGRADE:B.5/3.5 5.6% 138.9 100.0% 3 17769 FINISH GRADE SLAB SUBGRADE:B.5/1.5 5.8% 134.6 97.0 4 17769 FINISH GRADE SLAB SUBGRADE:D/5.5 5.4% 136.1 98.1 % 5 17769 FINISH GRADE SLAB SUBGRADE:D/3.5 7.7% 136.9 98.6 6 17769 FINISH GRADE SLAB SUBGRADE:D/1.5 6.1 % 138.1 99.5 7 17769 FINISH GRADE SLAB SUBGRADE:E/1.5 5.3% 134.9 97.2 8 17769 FINISH GRADE_ SLAB SUBGRADE:E/3.5 5.1 % 135.0 97.3% 9 17769 FINISH GRADE SLAB SUBGRADE:E/5.5 5.9% 138.8 100.0% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR ���� 4: 4. FG =FINISH GRADE 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES ' O)I W � F- w z > W > co I III m Q M W o � oho I I I l m � W WY I Iz co W } Z wao I I II Z � � '-4 W < � I I II a � � D 0 v � v Cl) I w z � zv • m Cl) U) - Co Y I = II J ° Jw -_ Qw QowQ 0 i U = a3aQ, a � cncn 'v ? cnF- wp II I Uc-) Www W Z W = (n0w0 J c> ao I F- � J I I 10w z 8 W I Q z z I aLL > Zm `) ° ocn ° wz _ WN�� • I W ~ I wP: r131% I ow tL U) 0 F-A 6s I U j I Q U- 1 1 I � Qa (7 � Z co OWa' ` I � I ° c`o II I Q � � z < o U � N ; N lqT w I �Q Q = c� w ° a > w w m � coIx > o I NIW ,% ti `� VS I — 0 8 w z z U)�x Q Wo �k � , IR of ti w' m I I w z V ° I , Qaaa t- wz LAJ m� o a Z I I � Z � a wa � Z µ o� oc"'n < , JLU , 1 ,9,,91 � aoo � ZJ Q Q I , az w ° w w O Q I I � oa LL w w z w � a O J W I I I ' ° 5Xw � � U' O co I imam � co Y Z NI �01 / w aZ < w ° w � a W W � 1- 0J — _ �►� Z0OQ ° Qw ~ Q O EL = w U) ^ Q2zl- ww z_ EE a z ° 3 � > � 0 F- F- o it QZ ZWczi) U) zom pm W C) / � Wov}i � U � Hm = Y Q O - M = � o W Q F z N w O w / d U) 3 Broad Street -3rd Floor tel. 518-792-0050 Glens Falls, New York 12801mccoola_architect @ msn.com 14September2018 Town of Queensbury Buildings & Codes 742 Bay Road Queensbury, NY 12804 Project:Mohawk Industrial Werks 140 Carey Road Queensbury, NY12804 Final Acceptanceof Work I visited the project site periodically throughout the construction phase andobservedthe work in progress. As of my last visit on Friday,31August 2018, I havereviewed the work in place. To the best of my knowledge, the work is in general accordance with the construction documentsdated 31August2017 prepared byVison Engineering LLC; Gary McCoola, Architect, PLLC; and RSP Associates LLP. The work can therefore be considered complete and accepted. Sincerely yours, Gary McCoola, AIA Manager 1 3 Broad Street -3rd Floor tel. 518-792-0050 Glens Falls, New York 12801mccoola_architect @ msn.com 14September2018 Town of Queensbury Buildings & Codes 742 Bay Road Queensbury, NY 12804 Project:Mohawk Industrial Werks 140 Carey Road Queensbury, NY12804 COMcheck Acceptance I visited the project site periodically throughout the construction phase andobservedthe work in progress. To the best of my knowledge, the work is in accordance with the 2015 COMcheck requirements for Building Envelope, Lighting and Mechanicalsfor this project. The work can therefore be considered complete and accepted. Sincerely yours, Gary McCoola, AIA Manager 1 , COMcheck Software Version 4.0.7.0 fii rit Envelope Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Mohawk Industrial Werks Location: Glens Falls, New York Climate Zone: 6a Project Type: New Construction Vertical Glazing/Wall Area: 8% Construction Site: Owner/Agent: Designer/Contractor: 140 Carey Road William Brandt Gary McCoola Queensbury, NY 12804 140 Carey Road LLC Gary McCoola,Architect, PLLC 60 Railroad Place-Suite 502 3 Broad Street-3rd Floor Saratoga Springs, NY 12866 Glens Falls, NY 12801 518-792-0050 Building Area Floor Area 1-Automotive Facility : Nonresidential 14890 Additional Efficiency Package FILE COPY 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 Factors.) Perimeter Roof 1:Metal Building,Standing Seam,Liner System with Thermal 15082 36.0 0.0 0.031 0.031 Blocks(e),[Bldg.Use 1 -Automotive Facility] Floor 1:Slab-On-Grade:Unheated,Vertical 2 ft.,[Bldg.Use 1 - 604 -- 10.0 0.540 0.540 Automotive Facility](d) NORTH Exterior Wall 1:Other Metal Building Wall,[Bldg.Use 1 -Automotive 2700 -- --- 0.052 0.052 Facility](b) Window 1:Metal Frame:Fixed,Perf.Specs.:Product ID NA,SHGC 162 — -- 0.320 0.360 0.34,PF 0.58,[Bldg.Use 1 -Automotive Facility](c) Window 2:Metal Frame:Operable,Perf.Specs.:Product ID NA,SHGC 24 --- --- 0.560 0.430 0.34,PF 0.58,[Bldg.Use 1 -Automotive Facility](c) Door 1:Insulated Metal,Swinging,[Bldg.Use 1-Automotive Facility] 21 — --- 0.350 0.370 Door 2:Glass(>50%a glazing):Metal Frame,Entrance Door,Perf. 21 --- --- 0.320 0.770 Specs.:Product ID NA,SHGC 0.34,PF 0.58,[Bldg.Use 1 -Automotive Facility](c) Door 3:Insulated Metal,Non-Swinging,[Bldg.Use 1-Automotive 820 -- --- 0.570 0.570 Facility] Door 4:Glass(>50%glazing):Metal Frame,Non-Entrance Door,Perf. 144 --- --- 0.340 0.770 Specs.:Product ID NA,SHGC 0.53,PF 0.58,[Bldg.Use 1-Automotive Facility](c) EAST Exterior Wall 2:Other Metal Building Wall,[Bldg.Use 1 -Automotive 1949 --- -- 0.052 0.052 Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 1 of 9 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Facility](b) Window 3:Metal Frame:Fixed,Perf.Specs.:Product ID NA,SHGC 30 --- --- 0.320 0.360 0.34,PF 0.40,[Bldg.Use 1 -Automotive Facility](c) Door 5:Insulated Metal,Swinging,[Bldg.Use 1-Automotive Facility] 21 -- --- 0.350 0.370 SOUTH Exterior Wall 3:Other Metal Building Wall,[Bldg.Use 1 -Automotive 3541 --- --- 0.052 0.052 Facility](b) Window 4:Metal Frame:Fixed,Per!.Specs.:Product ID NA,SHGC 144 — --- 0.320 0.360 0.34,PF 0.64,[Bldg.Use 1 -Automotive Facility](c) Window 5:Metal Frame with Thermal Break:Operable,Perf.Specs.: 120 --- --- 0.320 0.430 Product ID NA,SHGC 0.34,PF 0.48,[Bldg.Use 1-Automotive Facility](c) Door 6:Insulated Metal,Swinging,[Bldg.Use 1-Automotive Facility] 21 -- -- 0.350 0.370 Door 7:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Automotive 360 --- --- 0.570 0.570 Facility] WEST Exterior Wall 4:Other Metal Building Wall,[Bldg.Use 1 -Automotive 1852 --- --- 0.052 0.052 Facility](b) Window 6:Metal Frame with Thermal Break:Fixed,Per!.Specs.: 103 --- --- 0.320 0.360 Product ID NA,SHGC 0.34, PF 0.48,[Bldg.Use 1 -Automotive Facility](c) Window 7:Metal Frame with Thermal Break:Operable,Perf.Specs.: 24 -- --- 0.320 0.430 Product ID NA,SHGC 0.34,PF 0.48,[Bldg.Use 1-Automotive Facility](c) Door 8:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 21 --- --- 0.320 0.770 Specs.:Product ID NA,SHGC 0.34,PF 0.64,[Bldg.Use 1 -Automotive Facility](c) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Other'components require supporting documentation for proposed U-factors. (c)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (d)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. (e)Thermal spacer block with minimum R-3.5 must be installed above the purlin/batt,and the roof deck secured to the purlins. Envelope PASSES: Design 0.2% 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 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Gary McCoola,AIA ° / �/�et// Name-Title Signature N� Date y0f1R44400,. W \5.,. s,, 4 111 Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 2 of 9 . COMcheck Software Version 4.0.7.0 (6 li Inspection Checklist I 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 & Req.ID C103.2 Plans and/or specifications provide all ❑Complies [PR1]1 information with which compliance ❑Does Not can be determined for the building envelope and document where DNot Observable exceptions to the standard are ❑Not Applicable claimed. C402.4.1 The vertical fenestration area <= 30 DComplies [PR1O]i percent of the gross above-grade wall ❑Does Not area. [Not Observable :Not Applicable C402.4.1 The skylight area <= 3 percent of the OComplies [PR11]' gross roof area. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 3 of 9 Section # Footing /Foundation Inspection Complies? Comments/Assumptions & Req.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 values. [FO3]2 EDoes Not ❑Not Observable ❑Not Applicable C402.2.6 Radiant heating systems panels ❑Complies See the Envelope Assemblies table for values. [FO12]3 insulated to>=R-3.5 on face opposite ❑Does Not space being heated. [Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 4 of 9 Section # Framing/Rough-In Inspection Complies? Comments/Assumptions &Req.ID C303.1.3 Fenestration products rated in ❑Complies [FR12]2 accordance with NFRC. ❑Does Not DNot Observable ❑Not Applicable C303.1.3 Fenestration products are certified as ❑Complies [FR13]1 to performance labels or certificates ❑Does Not provided. ❑Not Observable ❑Not Applicable C402.4.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR10]1 ❑Does 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[FR8]1 [Not Observable ❑Not Applicable C402.4.4 U-factor of opaque doors associated DComplies See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ODoes Not meets requirements. ❑Not Observable ❑Not Applicable C402.5.1. The building envelope contains a ❑Complies 2.1 continuous air barrier that is sealed in ❑Does Not [FR19]1 an approved manner and material permeability <= 0.004 dfm/ft2.Air ❑Not Observable barrier penetrations are sealed in an ❑Not 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 ❑Not Applicable C402.5.7 Vestibules are installed on all building ❑Complies [FR17]3 entrances. Doors have self-closing ElDoes Not devices. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 5 of 9 • Section Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.5.5, Stair and elevator shaft vents have ❑Complies C403.2.4. motorized dampers that automatically ❑Does Not [ME3]3 close. ❑Not 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 [ME58]3 maximum leakage rates. Check ❑Not Observable gravity dampers where allowed. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 6 of 9 • Section Insulation Inspection Complies? Comments/Assumptions & Req.ID C303.1 Roof insulation installed per ❑Complies [IN3]' 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 ❑Complies [IN10)2 with R-value or insulation certificate ❑Does Not providing R-value and other relevant data. ❑Not Observable ❑Not Applicable C303.2 Above-grade wall insulation installed ❑Complies [IN7]' per manufacturer's instructions. ❑Does Not ENot Observable ❑Not Applicable C303.2.1 Exterior insulation is protected from ❑Complies [IN14]2 damage with a protective material. ❑Does Not Verification for exposed foundation insulation may need to occur during ❑Not Observable Foundation Inspection. ❑Not Applicable C402.1.3 Non-swinging opaque doors have R- ❑Complies [IN19]3 4.75 insulation. ❑Does Not ❑Not Observable ❑Not Applicable C402.2.1 Insulation intended to meet the roof ❑Complies [IN17)3 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. C402.2.3 Above-grade wall insulation R-value. OComplies See the Envelope Assemblies table for values. [IN6]' ❑Does Not ❑Not Observable ❑Not Applicable C402.2.5 Floor insulation R-value. ElComplies See the Envelope Assemblies table for values. [1N8]2 Does Not [Not Observable ❑Not Applicable C402.2.6 Radiant panels and associated ❑Complies [IN18]3 components, designed for heat ODoes 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 [IN2]' occur during Framing Inspection. ❑Not Observable ENot Applicable C402.5.1. All sources of air leakage in the ❑Complies 1 building thermal envelope are sealed, ElDoes Not [IN1]' caulked, gasketed, weather stripped or wrapped with moisture vapor- ONot Observable permeable wrapping material to DNot Applicable minimize air leakage. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 7 of 9 Section Final Inspection Complies? Comments/Assumptions & Req.ID C402.5.3 Where open combustion air ducts ❑Complies [F151]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 [FI37]i dock cargo doors. ❑Does Not ❑Not Observable ❑Not Applicable C402.5.8 Recessed luminaires in thermal ElComplies [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 Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 09/07/17 Data filename: C:\Users\Gary\Documents\COMcheck\Mohawk Industrial Werks.cck Page 8 of 9 COMcheck Software Version 4.0.6.1 (41‘fii Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Mohawk Industrial Werks Location: Glens Falls, New York Climate Zone: 6a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 140 Cary Road Queensbury, NY 12804 Additional Efficiency Package Dedicated Outdoor Air System Mechanical Systems List Quantity System Type&Description 1 Office HVAC System(Single Zone): Heating: 1 each-Central Furnace,Gas,Capacity=40 kBtu/h Proposed Efficiency=94.00%Et,Required Efficiency=80.00%Et Cooling: 1 each-Split System,Capacity=30 kBtu/h,Air-Cooled Condenser,No Economizer,Economizer exception:Heat Recovery System Proposed Efficiency=14.00 SEER,Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 1 I Office—Compliance(Brake HP method):Passes Fans: FAN 1 Supply,Constant Volume, 1105 CFM,0.3 motor nameplate hp,0.2 design brake hp(0.3 max.BHP),0.7 fan efficiency 1 Showroom HVAC System(Single Zone): Heating:1 each-Central Fumace,Gas,Capacity=70 kBtu/h Proposed Efficiency=94.00%Et,Required Efficiency=80.00%Et Cooling: 1 each-Split System,Capacity=48 kBtu/h,Air-Cooled Condenser,No Economizer,Economizer exception:Heat Recovery System Proposed Efficiency=14.00 SEER,Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 2 I Showroom--Compliance(Brake HP method):Passes Fans: FAN 2 Supply,Constant Volume,1723 CFM,0.5 motor nameplate hp,0.3 design brake hp(0.3 max.BHP),0.7 fan efficiency 1 Garage HVAC System(Unknown): Heating: 1 each-Unit Heater,Gas,Capacity=187 kBtu/h Proposed Efficiency=98.00%Ec,Required Efficiency=80.00%Ec Fan System: None 1 Water Heater 1: Gas Storage Water Heater,Capacity:50 gallons, Input Rating:38 Btu/h w/Circulation Pump Proposed Efficiency:81.00 EF,Required Efficiency:0.53 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 4.0.6.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: Mohawk Industrial Werks Report date: 06/20/17 Data filename: C:\Users\Charlie\Documents\COMcheck\Mohawk-Ind-Werks-MECH.cck Page 1 of 12 Charles Stead, PE / RSP Associate 6/20/2017 Name Title Signatur co P\,t~S A S,T Y�9 Data j-P F9 .I: ‘-- * i Q RI LU 2 s FQ 08357\ Q� q� ES SiaNPv Project Title: Mohawk Industrial Werks Report date: 06/20/17 Data filename: C:\Users\Charlie\Documents\COMcheck\Mohawk-Ind-Werks-MECH.cck 2 of 12 , COMcheck Software Version 4.0.6.1 (LA' II Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the COMcheck Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR2]1 calculations provide all information DDoes Not with which compliance can be determined for the mechanical ONot Observable systems and equipment and ONot Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans, specifications, and/or OComplies Requirement will be met. [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 ONot Applicable document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C406 Plans, specifications, and/or ❑Complies Requirement will be met. [PR9]1 calculations provide all information ['Does Not with which compliance can be Location on plans/spec: HVAC Plans determined for the additional energy ONot Observable efficiency package options. ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 06/20/17 Data filename: C:\Users\Charlie\Documents\COMcheck\Mohawk-Ind-Werks-MECH.cck Page 3 of 12 t r Section # Footing / Foundation Inspection Complies? Comments/Assumptions & Req,ID C403.2.4. Snow/ice melting system sensors for ❑Complies Exception:Requirement does not apply. 5, future connection to controls. Freeze ❑Does Not C403.2.4. protection systems have automatic 6 controls installed. [Not Observable [FO9)3 ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) .2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 06/20/17 Data filename: C:\Users\Charlie\Documents\COMcheck\Mohawk-Ind-Werks-MECH.cck Page 4 of 12 Section Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume DDoes Not C404.5.2 requirements. Refer to section details. [PL6]3 DNot Observable ❑Not Applicable C404.5, Heated water supply piping conforms OComplies Exception: Requirement does not apply. C404.5.1, to pipe length and volume ODoes Not C404.5.2 requirements. Refer to section details. [PL6]3 :Not Observable ONot Applicable C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume ODoes Not C404.5.2 requirements.Refer to section details.[PL6]3 ONot Observable ONot Applicable C404.5, Heated water supply piping conforms ❑Complies Requirement will be met. C404.5.1, to pipe length and volume ODoes Not C404.5.2 requirements. Refer to section details. [PL6J3 ONot Observable ONot Applicable C404.6.1, Automatic time switches installed to ❑Complies Requirement will be met. C404.6.2 automatically switch off the ODoes Not [PL3]i recirculating hot-water system or heat trace. ONot Observable ONot Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ODoes Not that limit operation from startup to <= 5 minutes after end of heating :Not Observable cycle. ONot Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ODoes Not that limit operation from startup to <= 5 minutes after end of heating ONot Observable cycle. :Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls DDoes Not that limit operation from startup to <= 5 minutes after end of heating ['Not Observable cycle. ONot Applicable C404.6.3 Pumps that circulate water between a ❑Complies Requirement will be met. [PL7]3 heater and storage tank have controls ODoes Not that limit operation from startup to <= 5 minutes after end of heating :Not Observable cycle. ONot Applicable C404.7 Water distribution system that pumps DComplies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply DDoes Not pipe back to the heated-water source 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. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 06/20/17 Data filename: C:\Users\Charlie\Documents\COMcheck\Mohawk-Ind-Werks-MECH.cck Page 5 of 12 Section Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.7 Water distribution system that pumps ❑Complies Exception:Requirement does not apply. [PL8]3 water from a heated-water supply ODoes Not pipe back to the heated-water source through a cold-water supply pipe is a Not Observable demand recirculation water system. Not Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply ❑Does Not pipe back to the heated-water source through a cold-water supply pipe is a Not Observable demand recirculation water system. EINot Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply ❑Does Not pipe back to the heated-water source through a cold-water supply pipe is a Not Observable demand recirculation water system. UNot Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 06/20/17 Data filename: C:\Users\Charlie\Documents\COMcheck\Mohawk-Ind-Werks-MECH.cck Page 6 of 12 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.2.6 Thermally ineffective panel surfaces of OComplies Exception:Requirement does not apply. [ME41]3 sensible heating panels have ODoes Not insulation >= R-3.5. :Not Observable ONot Applicable C403.2.12 HVAC fan systems at design OComplies Exception:Individual exhaust fans with motor nameplate .1 conditions do not exceed allowable ODoes Not horsepower less than 1 hp. [ME65]3 fan system motor nameplate hp or fan ONot Observable system bhp. See the Mechanical Systems list for values. ONot Applicable C403.2.12 Fans have efficiency grade(FEG) >= OComplies Exception:Single fans with motor nameplate horsepowerof= .3 67.The total efficiency of the fan at ODoes Not 5 hp. [ME117]2 the design point of operation <= 15% of maximum total efficiency of the ['Not Observable fan. ONot Applicable C403,2.13 Unenclosed spaces that are heated OComplies Exception: Requirement does not apply. [ME71]2 use only radiant heat. ODoes Not ❑Not Observable ONot Applicable C403.2.3 HVAC equipment efficiency verified. OComplies See the Mechanical Systems list for values, [ME55]2 ODoes Not ONot Observable ONot Applicable C403.2.6. Demand control ventilation provided OComplies Exception: Systems with energy recovery. 1 for spaces >500 ft2 and >25 ODoes Not [ME59]1 people/1000 ft2 occupant density and served by systems with air side ONot Observable economizer, auto modulating outside ONot Applicable air damper control,or design airflow >3,000 cfm. C403.2.6. Enclosed parking garage ventilation OComplies Exception: Requirement does not apply. 2 has automatic contaminant detection ODoes Not (ME115]3 and capacity to stage or modulate fans to 50%or less of design capacity. ONot Observable ❑Not Applicable C403.2.7 Exhaust air energy recovery on OComplies Exception: Requirement does not apply. [ME57]1 systems meeting Table C403.2.7(1) ODoes Not and C403.2.7(2). ONot Observable ONot Applicable C403.2.8 Kitchen exhaust systems comply with OComplies Exception: Requirement does not apply. [ME116]3 replacement air and conditioned ODoes Not supply air limitations, and satisfy hood rating requirements and maximum Not Observable exhaust rate criteria. ONot Applicable C403.2.9 HVAC ducts and plenums insulated. ❑Complies Exception: Requirement does not apply. [ME60)2 Where ducts or plenums are installed ODoes Not in or under a slab, verification may need to occur during Foundation ONot Observable Inspection. ONot Applicable C403.2.9 Ducts and plenums sealed based on OComplies Requirement will be met. [ME10]2 static pressure and location. ❑Does Not ONot Observable ONot Applicable C403.2.9. Ductwork operating >3 in.water ❑Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ODoes Not [ME11]3 ONot Observable ONot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 06/20/17 Data filename: C:\Users\Charlie\Documents\COMcheck\Mohawk-Ind-Werks-MECH.cck Page 7 of 12 • Section Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C403.2.9. Ductwork operating >3 in.water ❑Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ODoes Not [ME11P ONot Observable ❑Not Applicable C403.2.9. Ductwork operating >3 in.water ❑Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. DDoes Not [ME11]3 ONot Observable ONot Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static ODoes Not [ME110]3 pressure setpoint reset controls. See the Mechanical Systems list for values. ONot Observable ONot Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static ODoes Not [ME110]3 pressure setpoint reset controls. See the Mechanical Systems list for values. ONot Observable ❑Not Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static ODoes Not (ME110]3 pressure setpoint reset controls. See the Mechanical Systems list for values. ONot Observable ONot Applicable C404.2.1 Gas-fired water-heating equipment ❑Complies Exception: Requirement does not apply. [ME111]2 installed in new buildings: where a ODoes Not singular piece of water-heating ONot Observable equipment>= 1,000 kBtu/h serves the entire building, thermal efficiency ONot Applicable >=90 Et.Where multiple pieces of water-heating equipment serve the building with combined rating >= 1,000 kBtu/h,the combined input- capacity-weighted-average thermal efficiency >= 90 Et. Exclude input rating of equipment in individual dwelling units and equipment<= 100 kBtu/h. C408.2.2. Air outlets and zone terminal devices ❑Complies Exception: Fans with fan motors of 1 hp(0.74 kW)or less. 1 have means for air balancing. ODoes Not [ME53]3 ONot Observable ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 06/20/17 Data filename: C:\Users\Charlie\Documents\COMcheck\Mohawk-Ind-Werks-MECH.cck Page 8 of 12 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, Furnished O&M manuals for HVAC DComplies Requirement will be met. C408.2.5. systems within 90 days of system ODoes Not 3 acceptance. [F18]3 ONot Observable ONot Applicable C403.2.2 HVAC systems and equipment ❑Complies Requirement will be met. [FI27]3 capacity does not exceed calculated ODoes Not loads. ONot Observable ONot Applicable C403.2.4. Heating and cooling to each zone is DComplies Requirement will be met. 1 controlled by a thermostat control. ODoes Not [F147]3 Minimum one humidity control device per installed ONot Observable humidification/dehumidification ONot Applicable system. C403.2.4. Heating and cooling to each zone is DComplies Requirement will be met. 1 controlled by a thermostat control. ODoes Not [FI47]3 Minimum one humidity control device per installed ONot Observable humidification/dehumidification ONot Applicable system. C403.2.4. Heating and cooling to each zone is DComplies Requirement will be met. 1 controlled by a thermostat control. ODoes Not [F147]3 Minimum one humidity control device per installed :Not Observable humidification/dehumidification ONot Applicable system. C403.2.4. Thermostatic controls have a 5 °F DComplies Requirement will be met. 1.2 deadband. ODoes Not [F138]3 ONot Observable ONot Applicable C403.2.4. Temperature controls have setpoint DComplies Requirement will be met. 1.3 overlap restrictions. ODoes Not (FI20]3 :Not Observable ONot Applicable C403.2.4. Each zone equipped with setback DComplies Requirement will be met. 2 controls using automatic time clock or ODoes Not [F139]3 programmable control system. ONot Observable ONot Applicable C403.2.4. Automatic Controls: Setback to 55°F DComplies Requirement will be met. 2.1, (heat)and 85°F (cool); 7-day clock, 2- ODoes Not C403.2.4. hour occupant override, 10-hour 2.2 backup ['Not Observable [F140]3 DNot Applicable C403.2.4. Systems include optimum start ❑Complies Exception: Requirement does not apply. 2.3 controls. ODoes Not [FI41]3 ONot Observable DNot Applicable C403.2.4. Systems include optimum start ❑Complies Exception: Requirement does not apply. 2.3 controls. ODoes Not [F14113 ONot Observable DNot Applicable C404,3 Heat traps installed on supply and DComplies Exception: Requirement does not apply. (F111)3 discharge piping of non-circulating DDoes Not systems. ONot Observable ONot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 06/20/17 Data filename: C:\Users\Charlie\Documents\COMcheck\Mohawk-Ind-Werks-MECH.cck Page 9 of 12 • Section Final Inspection Complies? Comments/Assumptions & Req.ID C404.4 All piping insulated in accordance with OComplies Requirement will be met. [F125)2 section details and Table C403.2.10. Does Not ONot Observable ❑Not Applicable C404.6.1 Controls are installed that limit the ❑Complies Requirement will be met. [FI12]3 operation of a recirculation pump ODoes Not installed to maintain temperature of a ['Not Observable storage tank. System return pipe is a dedicated return pipe or a cold water ONot Applicable supply pipe. C406.6 Dedicate outdoor air system efficiency OComplies Requirement will be met. [F152I1 package: Buildings with hydronic ❑Does Not and/or multiple-zone HVAC systems ONot Observable are equipped with an independent ventilation system designed to ONot Applicable provide >= 100-percent outdoor air to each individual occupied space,as specified by the IMC.The ventilation system is capable of total energy recovery and includes HVAC system controls that manage temperature resets >= 25 percent of delta design supply-air/room-air temp. C408.2.1 Commissioning plan developed by OComplies Requirement will be met. [F128]1 registered design professional or ODoes Not approved agency. DNot Observable [Not Applicable C408.2.3. HVAC equipment has been tested to OComplies Exception: Unitary or packaged HVAC eqiupment without 1 ensure proper operation. ODoes Not supply air economizers. [F131]1 ONot Observable ONot Applicable C408.2.3. HVAC control systems have been OComplies Requirement will be met. 2 tested to ensure proper operation, ❑Does Not [FI10]1 calibration and adjustment of controls. ['Not Observable ONot Applicable C408.2.4 Preliminary commissioning report OComplies Requirement will be met. [FI29]1 completed and certified by registered ODoes Not design professional or approved ONot Observable agency. ONot Applicable C408.2.5. Furnished HVAC as-built drawings OComplies Requirement will be met. 1 submitted within 90 days of system ❑Does Not [F17]3 acceptance. ❑Not Observable ❑Not Applicable C408.2.5. An air and/or hydronic system ❑Complies Requirement will be met. 3 balancing report is provided for HVAC ❑Does Not [FI43]1 systems. ONot Observable ❑Not Applicable C408.2.5. Final commissioning report due to OComplies Requirement will be met. 4 building owner within 90 days of ODoes Not [F130I1 receipt of certificate of occupancy. ONot Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 06/20/17 Data filename: C:\Users\Charlie\Documents\COMcheck\Mohawk-Ind-Werks-MECH.cck Page 10 of 12 11111 COMcheck Software Version 4.0.6.1 Atifi Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Mohawk Industrial Werks Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 140 Cary Rd Queensbury, NY 12804 Additional Efficiency Package 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-Shop Area(Workshop) 8760 1.07 9382 2-Office Space(Office) 2925 0.74 2159 3-Parts Room(Warehouse) 1850 0.59 1099 4-Show Room(Workshop) 1385 1.07 1483 5-Attic(Warehouse) 387 0.59 230 Total Allowed Watts= 14353 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-Shop Area(Workshop) LED 1:P1:High Bay LED:Other: 1 20 162 3240 2-Office Space(Office) LED 2:S1:LED Strip Light:Other: 1 7 50 350 LED 7:R1:LED Recessed:Other: 1 20 11 220 LED 8:T1:LED-2x2 Troffer:LED Other Fixture Unit 25W: 1 22 25 550 LED 9:T2:LED-2x4 Troffer:Other: 1 2 34 68 LED 10:L1:LED-Linear:LED Linear 22W: 1 2 22 45 LED 11:WS1:LED-Wall Sconce:Other: 1 4 34 136 3-Parts Room(Warehouse) LED 3:P1:High Bay LED:Other: 1 4 162 648 LED 6:S1:LED Strip Light:Other: 1 6 50 300 4-Show Room(Workshop) LED 4:P3:High Bay LED:Other: 1 6 106 636 5-Attic(Warehouse). LED 5:S1:LED Strip Light:Other: 1 3 50 150 Total Proposed Watts= 6343 Project Title: Mohawk Industrial Werks Report date: 10/31/17 Data filename: C:\Users\Jim\Documents\COMcheck\Mohawk Industrial Electrical.cck Page 1 of 6 • Interior Lighting PASSES: Design 56% 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 4.0.6.1 and to mply with any applicable mandatory requirements listed in the Inspection Checklist. CHARLES STEAD 10-30-17 Name-Title Signature Date OF NEW AsT 0 � r F9 -� r i�I t , O w �O 083571 <6" R°FESSIO'- Project Title: Mohawk Industrial Werks Report date: 10/31/17 Data filename: C:\Users\Jim\Documents\COMcheck\Mohawk Industrial Electrical.cck Page 2 of 6 Y COMcheck Software Version 4.0.6.1 II Inspection Checklist Energy Code: 2015 IECC Irr6 Requirements: 0.0% were addressed directly in the COM check software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 Plans,specifications, and/or ❑Complies [PR4]1 calculations provide all information ❑Does Not with which compliance can be determined for the interior lighting ❑Not Observable and electrical systems and equipment ElNot 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. C406 Plans,specifications, and/or ❑Complies [PR9]1 calculations provide all information ❑Does Not with which compliance can be determined for the additional energy ONot Observable efficiency package options. Observable,.._, Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 10/31/17 Data filename: C:\Users\Jim\Documents\COMcheck\Mohawk Industrial Electrical.cck Page 3 of 6 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.1 Lighting controls installed to uniformly ❑Complies [EL15]1 reduce the lighting load by at least ElDoes Not 50%. ONot 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 C405.2.2. per approved lighting plans and all ❑Does Not 3 z manual controls readily accessible and ❑Not Observable [EL23J visible to occupants. ❑Not Applicable C405.2.2. Automatic controls to shut off all ❑Complies 1 building lighting installed in all ❑Does Not [EL22J2 buildings. ❑Not Observable ❑Not Applicable C405.2.3 Daylight zones provided with ❑Complies [EL16]z individual controls that control the ❑Does Not lights independent of general area lighting. ❑Not Observable ❑Not Applicable C405.2.3, Primary sidelighted areas are DComplies C405.2.3. equipped with required lighting ❑Does Not 1, controls. C405.2.3. ❑Not Observable 2 ❑Not Applicable [EL2O]1 C405.2.3, Enclosed spaces with daylight area ❑Complies C405.2.3. under skylights and rooftop monitors ODoes Not 1, are equipped with required lighting C405.2.3. controls. ❑Not Observable 3 ❑Not Applicable [EL21]1 C405.2.4 Separate lighting control devices for ❑Complies [EL4J1 specific uses installed per approved ❑Does Not lighting plans. ENot 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 ❑Complies [EL6J1 face. ❑Does Not :Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 10/31/17 Data filename: C:\Users\jim\Documents\COMcheck\Mohawk Industrial Electrical.cck Page 4 of 6 Section Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, Furnished O&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 C405.4.1 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [F118]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting plans, demonstrating proposed watts DNot Observable are less than or equal to allowed ❑Not Applicable watts. 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 C408.3 Lighting systems have been tested to ❑Complies [F133]1 ensure proper calibration, adjustment, ❑Does Not programming,and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mohawk Industrial Werks Report date: 10/31/17 Data filename: C:\Users\Jim\Documents\COMcheck\Mohawk Industrial Electrical.cck Page 5 of 6 Ventilation Sizing Summary for Office (AHU-1) Project Name:Mohawk_Industrial Works-Ventilation 10/19/2017 Prepared by: RSP Engineering 11:14AM I 1.Summary Ventilation Sizing Method ASHRAE Std 62.1-2010 Design Condition Heating operation Occupant Diversity(D) 1.000 Uncorrected Outdoor Air Intake(Vou) 149 CFM System Ventilation Efficiency(Ev) 0.730 Outdoor Air Intake(Vot) 205 CFM 2.Space Ventilation Analysis Time! People Breathing • Supply',Space Floor Area Outdoor Averaged', Outdoor Air Air Space Zone Space; Air! Area Air Rate Occupancy' Rate Distribution Outdoor Air Outdoor Air Ventilation; (CFM) (ft')..___._.._. (CFM/ft2) _(Occupants) (CFM/person)-Effectiveness (CFM) -CFM?_ . Efficiency_: - — — Name— -- Mutt. v Zone Name/Space (Vpz} (Az) (Ray (Pz) (Rp)• (Ez) ( oz) (Vbz) (Evz); Zone 1 Conference Room(7) 1 233 408.0 0.06 10.2 5.00 0.80 94 75 0.7301 Office01 1 316 225.0 0.06 1.01 5.00 0.80 23 19 1.062 i Office02 1 186 225.0 0.06 1 0; 5.00 0 80 23 9 1.011 Office03 li 186 225.0 0.06 1.0i 5 00 0.80 23 19 1.011 Office04 fr 186 225.0 0.06 1 0; 5.00 0.80 231 19 1.011` Totals(incl. Space Multipliers) 1105 149 0.730; Hourly Analysis Program v5.01 Page 1 of 3 Ventilation Sizing Summary for Parts (AHU-3) Project Name: Mohawk_Industrial_Works-Ventilation 10/19/2017 Prepared by: RSP Engineering 11:14AM 1.Summary Ventilation Sizing Method ASHRAE Std 62.1-2010 Design Condition Heating operation Occupant Diversity(D) 1.000 Uncorrected Outdoor Air Intake(Vou) 127 CFM System Ventilation Efficiency(Ev) 1.000 Outdoor Air Intake(Vot) 158 CFM 2.Space Ventilation Analysis {1 Time. People', 1 Breathing! Supply Space Floor!Area Outdoor Averaged; Outdoor Air Airl Spaced Zone; Space' Air Areal Air Rate Occupancy Rate Distribution l Outdoor Airl Outdoor Airl Ventilation (CFM) (ft2) (CFM/ft')._.___(Occupants).(CFM/person) Effectiveness) (CFM . (CFM). Efficiency; Zone Name/Space Name Mult. (Vpz) (Az) (Ra) (Pz) (Rp) (Ez) (Voz) (Vbz)': (Evz)' Zone 1 _ Parts 1 761 1777.0 0.06 2.0. 10.00 0.80 158 72i 1.0001 Totals(incl.Space Multipliers) 761 127 1.000 Hourly Analysis Program v5.01 Page 2 of 3 Ventilation Sizing Summary for Showroom (AHU-2) Project Name: Mohawk_Industrial_Works-Ventilation 10/19/2017 Prepared by: RSP Engineering 11:14AM • 1.Summary Ventilation Sizing Method ASHRAE Std 62.1-2010 Design Condition Heating operation Occupant Diversity(0) 1.000 Uncorrected Outdoor Air Intake(Vou) 169 CFM System Ventilation Efficiency(Ev) 0.416 Outdoor Air Intake(Vot) . 406 CFM 2.Space Ventilation Analysis • Time':. People Breathing Supply Space Floor Area Outdoor Averaged. Outdoor Air Air Space Zone Space Air Area Air Rate Occupancy Rate Distribution Outdoor Air Outdoor Air Ventilation (cFM) on (CFMIft').__ (Occupants)L(CFMiwson) Effectiveness (CFM) __{CFM) Efficiency_ Zone Name/Space Name Mutt. (Vpz) (Az) (Ra) (Pz)1 (Rp) (Ez) (Voz) (Vbz) (Evz), Zone 1 • Common 1 558 808.0 0.06 0.0 0.00'i 0.80 61 48 0.9891 Parts Office-Elec 1 109' 165.0 0.06 1.0 5.00, 0.80 • 19 .15 0.927 Show Room 1 1011 1350.0 0.06 0.0 5.00' 0.80 101 81 0.998 Break Room 1 45 121.0 0.12 2.0 5.00 0.80 31 0.416 Totals(incl.Space Multipliers) 17231 169.._ — 0.416', • Hourly Analysis Program v5.01 Page 3 of 3 • Date: 10/30/2017 <BUTLER.> Butler Manufacturing 17-020607-01 Letter of Certification Time:02:58 PM M�.._...._ Page: 1 of 5 Letter of Certification Contact:Don Gros Project:Mohawk Industrial Werks Name:V&H Construction,Inc. Builder PO#:2322 Address: 195 Fort Edward Rd. Jobsite:140 Carey Road City,State:Fort Edward, New York 12828 City,State:Queensbury, New York 12804 Country:United States County,Country: Warren, United States This is to certify that the above referenced project has been designed in accordance with the applicable portions of the Building Code specified below. All loading and building design criteria shown below have been specified by contract and applied in accordance with the building code. Overall Building Description Shape Overall Overall Floor Area Wall Area Roof Area Max.Eave Min.Eave Max.Roof Min.Roof Peak Width Length (sq.ft.) (sq.ft.) (sq.ft.) Height Height 2 Pitch Pitch Height Sales Area 35/0/0 90/0/0 3150 2596 3823 21/8/8 15/10/8 2.000:12 Shop 80/0/0 112/0/0 8960 8007 8968 23/1/8 23/1/8 0.500:12 0.500:12 24/9/8 Bump Out 8/0/0 20/0/0 160 390 255 11/10/8 10/6/8 -2.000:12 Office Area 25/0/0 102/0/0 2550 1515 2891 16/0/8 11/10/8 -2.000:12 Total For All Shapes 14820 12508 15937 Loads and Codes-Shape:Sales Area City: Queensbury County: Warren State: New York Country: United States Building Code:New York State Building Code-2016 Edition Structural: 10AISC-ASD Rainfall:I:4.00 inches per hour Based on Building Code:2015 International Building Code Cold Form: 12AISI-ASD Pc:3000.00 psi Concrete Building Risk/Occupancy Category:II(Standard Occupancy Structure) Dead and Collateral Loads Roof Live Load Collateral Gravity:10.00 psf Roof Covering+Second.Dead Load:Varies Roof Live Load:20.00 psf Not Reducible Collateral Uplift: 0.00 psf Frame Weight(assumed for seismic):2.50 psf Wind Load Snow Load Seismic Load Wind Speed:Vult:115.00(Vasd:89.08)mph Ground Snow Load:pg:50.00 psf Lateral Force Resisting Systems using Equivalent Force Procedure The'Envelope Procedure'is Used Flat Roof Snow:pf:35.00 psf Mapped MCE Acceleration:Ss:24.00%g Wind Exposure:B-Kz:0.701 Design Snow(Sloped):ps:35.00 psf Mapped MCE Acceleration:SI:8.10%g Parts Wind Exposure Factor:0.701 Rain Surcharge:0.00 Site Class:Stiff soil(D) Wind Enclosure:Enclosed Specified Minimum Roof Snow:42.00 psf(USR) Seismic Importance:le:1.000 Topographic Factor:Kzt:1.0000 Exposure Factor:2 Partially Exposed-Ce:1.00 Design Acceleration Parameter:Sds:02560 Snow Importance:Is:1.000 Design Acceleration Parameter:Sdl:0.1296 NOT Windborne Debris Region , Thermal Factor:Heated-Ct:1.00 Seismic Design Category:B Base Elevation:0/0/0 Ground/Roof Conversion:0.70 Seismic Snow Load:7.00 psf Primary Zone Strip Width:2a: 12/8/6 %Snow Used in Seismic:20.00 Parts/Portions Zone Strip Width:a:6/4/3 Diaphragm Condition:Flexible Basic Wind Pressure:q:20.16 psf Fundamental Period Height Used: 18/9/8 Transverse Direction Parameters System NOT detailed for Seismic Redundancy Factor:Rho: 1.00 Fundamental Period:Ta:0.2926 R-Factor:3.00 Overstrength Factor:Omega:2.50 Deflection Amplification Factor:Cd:3.00 Base Shear:V:0.0853 x W Longitudinal Direction Parameters System NOT detailed for Seismic Redundancy Factor:Rho: 1.00 Fundamental Period:Ta:0.1805 R-Factor: 1.25 Overstrength Factor:Omega:2.50 Deflection Amplification Factor:Cd:3.00 Base Shear:V:0.2048 x W File: 17-020607-01 Version:2017.1 c Butler Manufacturing,a division of BlueScope Buildings North America, Inc. UTLER} Date: 10/30/2017 Bu Manufacturing 17-420607-01 Letter of Certification Time:o2a8 PM Page: 2 of 5 Loads and Codes-Shape:Shop City: Queensbury County: Warren State: New York Country: United States Building Code:New York State Building Code-2016 Edition Structural: 10AISC-ASD Rainfall:I:4.00 inches per hour Based on Building Code:2015 International Building Code Cold Form: I2AISI-MD fc:3000.00 psi Concrete Building Risk/Occupancy Category:II(Standard Occupancy Structure) Dead and Collateral Loads Roof Live Load Collateral Gravity:10.00 psf Roof Covering+Second.Dead Load:Varies Roof Live Load:20.00 psf Not Reducible Collateral Uplift: 0.00 psf Frame Weight(assumed for seismic):2.50 psf Wind Load Snow Load Seismic Load Wind Speed:Vult:115.00(Vasd:89.08)mph Ground Snow Load:pg:50.00 psf Lateral Force Resisting Systems using Equivalent Force Procedure The'Envelope Procedure'is Used Flat Roof Snow:pf:35.00 psf Mapped MCE Acceleration:Ss:24.00%g Wind Exposure:B-Kz:0.701 Design Snow(Sloped):ps:35.00 psf Mapped MCE Acceleration:SI:8.10%g Parts Wind Exposure Factor:0.701 Rain Surcharge:0.00 Site Class:Stiff soil(D) Wind Enclosure:Enclosed Specified Minimum Roof Snow:42.00 psf(USR) Seismic Importance:Ie: 1.000 Topographic Factor:Kzt:1.0000 Exposure Factor:2 Partially Exposed-Ce:1.00 Design Acceleration Parameter:Sds:0.2560 Snow Importance:Is: 1.000 Design Acceleration Parameter:Sd1:0.1296 NOT Windborne Debris Region Thermal Factor:Heated-Ct:1.00 Seismic Design Category:B Base Elevation:0/0/0 Ground/Roof Conversion:0.70 Seismic Snow Load:7.00 psf Primary Zone Strip Width:2a:16/0/0 %Snow Used in Seismic:20.00 Parts/Portions Zone Strip Width:a:8/0/0 Diaphragm Condition:Flexible Basic Wind Pressure:q:20.16 psf Fundamental Period Height Used:23/1/8 Transverse Direction Parameters System NOT detailed for Seismic Redundancy Factor:Rho:1.00 Fundamental Period:Ta:0.3455 R-Factor:3.00 Overstrength Factor:Omega:2.50 Deflection Amplification Factor:Cd:3.00 Base Shear:V:0.0853 x W Longitudinal Direction Parameters System NOT detailed for Seismic Redundancy Factor:Rho:1.00 Fundamental Period:Ta:0.2109 R-Factor:3.00 Overstrength Factor:Omega:2.50 Deflection Amplification Factor:Cd:3.00 Base Shear:V:0.0853 x W File: 17-020607-01 Version:2017.1 c Butler Manufacturing,a division of BlueScope Buildings North America,Inc. SUTLER Date: 10/30/2017 Butler Manufacturing 17-020607-01 Letter of Certification Time:02:58 PM Page: 3 of 5 Loads and Codes-Shape:Bump Out City: Queensbury County: Warren State: New York Country: United States Building Code:New York State Building Code-2016 Edition Structural: 10AISC-ASD Rainfall:I:4.00 inches per hour Based on Building Code:2015 International Building Code Cold Form: 12AISI-ASD fc:3000.00 psi Concrete Building Risk/Occupancy Category:II(Standard Occupancy Structure) Dead and Collateral Loads Roof Live Load Collateral Gravity:10.00 psf Roof Covering+Second.Dead Load:Varies Roof Live Load:20.00 psf Not Reducible Collateral Uplift: 0.00 psf Frame Weight(assumed for seismic):2.50 psf Wind Load Snow Load Seismic Load Wind Speed:Vult:115.00(Vasd:89.08)mph Ground Snow Load:pg:50.00 psf Lateral Force Resisting Systems using Equivalent Force Procedure The'Envelope Procedure'is Used Flat Roof Snow:pf:35.00 psf Mapped MCE Acceleration:Ss:24.00%g Wind Exposure:B-Kz:0.701 Design Snow(Sloped):ps:35.00 psf Mapped MCE Acceleration:Si:8.10%g Parts Wind Exposure Factor:0.701 Rain Surcharge:0.00 Site Class:Stiff soil(D) Wind Enclosure:Enclosed Specified Minimum Roof Snow:42.00 psf(USR) Seismic Importance:Ie:1.000 Topographic Factor:Kzt:1.0000 Exposure Factor:2 Partially Exposed-Ce:1.00 Design Acceleration Parameter:Sds:0.2560 Snow Importance:Is:1.000 Design Acceleration Parameter:Sdi:0.1296 NOT Windborne Debris Region Thermal Factor:Heated-Ct:1.00 Seismic Design Category:B Base Elevation:0/0/0 Ground/Roof Conversion:0.70 Seismic Snow Load:7.00 psf Primary Zone Strip Width:2a:6/7/3 %Snow Used in Seismic:20.00 Parts/Portions Zone Strip Width:a:3/3/10 Diaphragm Condition:Flexible Basic Wind Pressure:q:20.16 psf Fundamental Period Height Used: 11/2/8 Transverse Direction Parameters System NOT detailed for Seismic Redundancy Factor:Rho: 1.00 Fundamental Period:Ta:0.1935 R-Factor:3.00 Overstrength Factor:Omega:2.50 Deflection Amplification Factor:Cd:3.00 Base Shear:V:0.0853 x W Longitudinal Direction Parameters System NOT detailed for Seismic Redundancy Factor:Rho: 1.00 Fundamental Period:Ta:0.1225 R-Factor:1.25 Overstrength Factor:Omega:2.50 Deflection Amplification Factor:Cd:3.00 Base Shear:V:0.2048 x W File: 17-020607-01 Version:2017.1 c Butler Manufacturing,a division of BlueScope Buildings North America,Inc. Date: 10/30/2017 BUTLER' Butler Manufacturing 17-020607-01 Letter of Certification Time:02:58 PM Page: 4 of 5 Loads and Codes-Shape:Office Area City: Queensbury County: Warren State: New York Country: United States Building Code:New York State Building Code-2016 Edition Structural: IOAISC-ASD Rainfall:I:4.00 inches per hour Based on Building Code:2015 International Building Code Cold Form: 12AISl-ASD Pc:3000.00 psi Concrete Building Risk/Occupancy Category:II(Standard Occupancy Structure) Dead and Collateral Loads Roof Live Load Collateral Gravity:10.00 psf Roof Covering+Second.Dead Load:Varies Roof Live Load:20.00 psf Not Reducible Collateral Uplift: 0.00 psf Frame Weight(assumed for seismic):2.50 psf Wind Load Snow Load Seismic Load Wind Speed:Vult: 115.00(Vasd:89.08)mph Ground Snow Load:pg:50.00 psf Lateral Force Resisting Systems using Equivalent Force Procedure The'Envelope Procedure is Used Flat Roof Snow:pf:35.00 psf Mapped MCE Acceleration:Ss:24.00%g Wind Exposure:B-Kz:0.701 Design Snow(Sloped):ps:35.00 psf Mapped MCE Acceleration:SI:8.10%g Parts Wind Exposure Factor:0.701 Rain Surcharge:0.00 Site Class:Stiff soil(D) Wind Enclosure:Enclosed Specified Minimum Roof Snow:42.00 psf(USR) Seismic Importance:Ie: 1.000 Topographic Factor:Kit: 1.0000 Exposure Factor:2 Partially Exposed-Ce:1.00 Design Acceleration Parameter:Sds:0.2560 Snow Importance:Is: 1.000 Design Acceleration Parameter:Shc:0.1296 NOT Windborne Debris Region Thermal Factor:Heated-Ct: 1.00 Seismic Design Category:B Base Elevation:0/0/0 Ground/Roof Conversion:0.70 Seismic Snow Load:7.00 psf Primary Zone Strip Width:2a:9/6/0 %Snow Used in Seismic:20.00 Parts/Portions Zone Strip Width:a:4/9/0 Diaphragm Condition:Flexible Basic Wind Pressure:q:20.16 psf Fundamental Period Height Used: 13/11/8 Transverse Direction Parameters System NOT detailed for Seismic Redundancy Factor:Rho: 1.00 Fundamental Period:Ta:0.2307 R-Factor:3.00 Overstrength Factor:Omega:2.50 Deflection Amplification Factor:Cd:3.00 Base Shear:V:0.0853 x W Longitudinal Direction Parameters System NOT detailed for Seismic Redundancy Factor:Rho: 1.00 Fundamental Period:Ta:0.1444 R-Factor:1.25 Overstrength Factor:Omega:2.50 Deflection Amplification Factor:Cd:3.00 Base Shear:V:0.2048 x W File: 17-020607-01 Version: 2017.1 c Butler Manufacturing,a division of BlueScope Buildings North America, Inc. , R �urtER`� Date: 10/30/2017 eut er Manuta;twlny .17-020607-01 Letter of certification Time:02:32 PM Page: 5 of 5 Building design loads and governing building code is provided by the Builder and is not validated by Butler Manufacturing,a division of BlueScope Buildings North America,Inc.The Builder is responsible for contacting the local Building Official or project Design Professional to obtain all code and loading information for this specific building site. The design of this building is in accordance with Butler Manufacturing,a division of BlueScope Buildings North America.Inc.design practices which have been established based upon pertinent procedures and recommendations of the Standards listed in the Building Code or later editions. This certification DOES NOT apply to the design of the foundation or other on-site structures or components not supplied by Butler Manufacturing,a division of BlueScope Buildings North America,Inc.,nor does it apply to unauthorized modifications to building components. Furthermore,it is understood that certification is based upon the premise that all components will be erected or constructed in strict compliance with pertinent documents for this project. Butler Manufacturing,a division of BlueScope Buildings North America,Inc.DOES NOT provide general review of erection during or after building construction unless specifically agreed to in the contract documents. The undersigned engineer in responsible charge certifies that this building has been designed in accordance with the contract documents as indicated in this letter r Bate: I 01 30(Zd 1'1 Engineer's Seal: e.'ginceriiC/I nst charge jjj -s.„.___ j 1 (:3"-WL"../.' kt- 4 vUTHFR 01, r w 'Av,'ail+A 4 m IX m � i :044_ 21 W ARQFEssIoNP�" ........o",/ I 42 134/ze r 7 File: 17-020607-0 f Version:2017.1 c Butler Manufacturing,a division of BlueScope Buildings North America, Inc.