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2013-464
TOWN OF QUEENSBURY Iwo742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130464 Date Issued: Thursday, April 02, 2015 This is to certify that work requested to be done as shown by Permit Number P20130464 has been completed. Location: 1415 STATE ROUTE 9 Tax Map Number: 523400-288-000-0001-053-000-0000 Owner: NORTHWAY OUTLETS, LLC Applicant: OUTLETS AT LAKE GEORGE This structure may be occupied as a: Commercial / Industrial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property �f4,(..„ owner of the responsibility for compliance with Site Plan, Variance, or VVV other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. Temporary Certificate of Occupancy 90 Day Building Permit No. : 2013-464 Property Location: 1415 State Route 9 Property Owner: Northway Outlets, LLC Outlets at Lake George West Approved for the following uses: Commercial Conditions of approval: - Complete all site issues as per approved site plan - Install ceiling or sheet rock walls to underside of roof deck @ janitor's closet - Submit final survey - Submit construction as-builts in disk form - Submit final approvals from architect& engineer - Submit special inspections in disk form - Complete handicapped signage in common bathrooms - Complete all Fire Marshal's items $100 fee received on: August 7, 2014 90 Day Temporary CO expires on: November 7, 2014 *A final inspection for this project must be scheduled before the expiration of this Temporary Certificate of Occupancy — if your project is not complete within this 90 day period you will be subject to additional fees* Signature of Applicant: e_ ► - ,� Printed name of Applica : _ (--- 41.4-P ill k----- Director of Building & Codes: David A. Hatin Town of Queensbury Building & Codes Office Dept. of Community Development 742 Bay Road, Queensbury, NY 064 TOWN OF QUEENSBURY fit& 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FA 1 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130464 Application Number: A20130464 Tax Map No: 523400-288-000-0001-053-000-0000 Permission is hereby granted to: NORTHWAY OUTLETS, LLC For property located at 1415 STATE ROUTE 9 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 Value Owner Address: NORTHWAY OUTLETS, LLC 2700 WESTCHESTER Ave Suite 407 Commercial/Industrial $4,000,000.00 PURCHASE NY 10577-0000 Total Value $4,000,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2013-464 The Outlets at Lake George COMMERCIAL New Construction 49,615 sq ft $11,411.45 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 07,2014 (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 Tow of Que sbu • ,f T s t4 1 vember 07,2013 SIGNED BY \ for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes Received: PRINCIPAL STRUCTURE APPLICATION Tax Map ID: $ 3 1-5 3 Permit No.: 1' 3 —<)LO 7 A permit must be obtained before beginning construction Permit Fee: $ //j A///.1-1.) rz/ Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $ .A)/Q•--. units, including single-family dwellings,duplexes or two-family dwellings, multiple family Site Plan No.: dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: homes,but not including mobile homes. This is in addition to the permit fee. Date 0/ Applicant CO;P:' OV • Tax Map ID 21"i—1—r72 4 Cj- Address i111 1,►_1 ' ' . 41 401 Zoning OtWIEtZe4c1. 11,3SINCIN I tc' 1 i7 Phone/E-mail C inelat25 C°ShaW1V�IM��+� �l�tlM Property Owner E7 Contractor/Agent 1lS `71 5.4' Address Address 'D g �� i �,t) Phone/E-mail Phone/E-mail 5,0`C ' i \ ' Contact Person for Building&Code Compliance: G S1- US Day Phone:114.75. - Building Street Address: lik1t1 N F130-7 1 Subdivision Name: Lot#: Historic Site: Yes No Estimated cost of construction: $ Type of Construction: Check all that apply Please indicate measurements as required below: = = o c g o d 1st Floor 2nd Floor Other Total Height a Z Q Q Single Family Two-Family Multi-Family(#of units ) Townhouse Business Office Retail-Mercantile Al'(`C) .4\11(4A Factory-Industrial Attached Garages(#_) Other Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 If commercial or industrial indicate name of business RYtLft, 140 6f064 Proposed use of building or addition Mtr'=01 C?C Source of heat(circle one) Oil Propane Solar Other Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" _Yes No Are there structures not shown on plot plan? 1\10 Are their easements on the property? �.to Site Information IV a. Dimensions or acreage of lot (0.21 A b. Is this a corner lot? c. Will the grade be changed as a result of construction: •XYes No d. Public water or Private well FV,L1C V\46aZ e. Sewer or Private Septic System <; UE4? Value of all work to be performed(labor and materials) $ 2 .1A +' Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. I certify that the application, plans,and supporting materials are a true and complete statement/description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances,and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. .� I4 Print Name: • Signature: A A if Date: til )- t I FOR OFFICE USE ONLY: Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pny Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: t24 NAME: 671/7 ci LL l (re, � PERMIT #: / 3— 7L/4/ LOCATION: ; 1t` //// 1 DATE: COMMENTS: Y N NA Chimney/ "B"Vent/ Direct Vent Location Plumbing Vent Through Roof 6"/ Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/ Exterior Guardrails 42 inch Platform / Decks Interior/ Exterior Balusters 4 inch Spacing Platform / Decks Stair Handrail 34 inch –38 inch / Step Risers 7"/Treads 11" Vestibules For Exit doors > 3000 sq. ft. All Doors 36 inch w/Lever Handles/ Panic Hardware, if required Exits At Grade Or Platform 36"(w) x 44"(l)/ Canopy or Equiv. Gas Valve Shut-off Exposed & Regulator(18")Above Grade Floor Bathroom Watertight/ Other Floors Okay Relief Valve, Heat Trap / Water Temperature 110 Degrees Maximum Boiler/ Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/ Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 1/2 doors > 10% > 1000 sq. ft. 3/4 Hour Corridor Doors &Closers Firewalls/ Fire Separation, 2 Hour, 3 Hour Complete/ Fire Dampers / Fire Doors Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/ Shaft Sealed Handicapped Bathroom Grab Bars/ Sinks/Toilets/ Mirrors Handicapped Bath/ Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 inch, Checkout 36 inch Handicapped Ramp/ Handrails Continuous/12 inch Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical/ Flex Gas Piping Bonded Site Plan/Variance required (7,7,46-64i Final Survey, New Structure/ Flood Plain certification, if req. / As-built Septic System Layout Required or On File 'eeG- Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'/ Drivable Surface 20'wide . • Special Inspections/ Engineer or Architect Approval Okay To Issue Temporary or Permanent C/O Okay To Issue C/C Commercial Final Inspection Report revised 11-27-2012 Inspection Form Town of Queensbury Fire Marshal o Periodic Inspection Date: Qbf-!Time: `( o / 742 Bay Road,Queensbury NY 12804 Inspection 518 761 8206/518 761 8205 O Inspection Permit#: /-,- 17/674 Fire Marshals Representative MJ P Imer Business Nam>>e//: ��! ,4 G/% Location: Hi K Stillman Contact: -Z1 j iete i/.4 2! Type of Inspection N/ANo EXITS: Exit Access FC 1014&FC1029 ! NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 ,-/.' Sign: Normal FC 1011 &FC1029 �/ Sign: backup FC 1011.5.3&FC1029.7.5 AISLES: Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 _, - FIRE EXTINGUISHER: Hung FC 906 ,/ Inspection of extinguisher FC 906 , .' EVAC Plan FC 404.2 / TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: _ Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 ../". It ii:L,...."/ Clearance to Electrical FC 605.3 ,---.'"'' Electric Wiring Enclosed/Labeled FC 605.3.1 ,/' Combustibles in Equipment Rooms FC315.2.3 _ ..� F.D.Signage- FC 510 No Smoking Signs FC 310.3 .. Storage FC 315.2 0) Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 _/� _ CO detectors FC 610 / Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) _ Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 21 DAYS SYSTEMS: FC 901.6 lnsp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual /1 . DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC ff Kitchen Suppression Semi Annual // Fuel Island Suppression Semi Annual Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 Operating Permit, if required will be issued after Completion of Inspection Inspection Form Town of Queensbury Fire Marshal O Periodic Inspection Date: #/2 1tTime:�/ / 742 Bay Road,Queensbury NY 12804 o Re-Inspection 518 761 8206/518 761 8205 ,CO Inspection Permit#: 7Cj Fire Marshals Representative .��, MJ Palmer Business Name: I/.6 Location: / / GK Stillman Contact:72 n - r — Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 / NOTES Exit Enclosure FC 1020& FC1029 Exit Discharge FC 1024&FC1029 .� Locks and latches FC1008& FC1029.2 Sign: Normal FC 1011 &FC1029 Sign: backup FC 1011.5.3&FC1029.7.5 AISLES: Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 EVAC Plan FC 404.2 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 /NO !j/ 40gr'' F.D.Signage- FC 510 No Smoking Signs FC 310.3 ' 4) Storage FC 315.2 aye 01.14 /f Compressed Gas FC 3003 / Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 </ 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 / Exterior Storage FC 315.3 Vacant Buildings FC 311 REINSPECTION DUE APPROXIMATELY Emergency Disconnect FC 2203.2 / 21 DAYS SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual ifj DATE: OK NC HVAC Shutdown Sprinkler System Annual I a4d-Kitcheler FDCupp I f` ' / A ,Kitchen Suppression Semi Annual �/ «`JJJ �'l/� Fuel Island Suppression Semi Annual � �� Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 Operating Permit, if required will be issued after Completion of Inspection Town of Queensbury Building&Goae Enforcement ` >> nnffice o. (518)761-8256 Commercial Final Inspection Report Inspection request received: Name: ()Lai+s(-M. 1- W GJst Inspected on: a— — A Location: /"// Arrive: /r/p.m. Permit No.: / 3—`/1.o q Inspector's Initials: • COMMENTS Y N NA Chimney I"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Platform I Decks Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch—38 inch/Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch wlLever Handles I Panic Hardware, if required Exits At Grade Or Platform 36"(w)x 44"(I)!Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve, Heat Trap I Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors >10%> 1000 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete I Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage I Shaft Sealed Handicapped Bathroom Grab Bars/Sinks I Toilets I Mirrors Handicapped Bath I Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical 1 Flex Gas Piping Bonded • d v%�� Site Plan/Variance required i Final Survey, New Structure/Flood Plain certification,if req. ©$31.._N_) As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler 6 Building Access All Sides by 20'/Drivable Surface 20'wide Special Ins ectio -/ gin- or Architect Approval Lb C�t �\-V1Off Okay To IsTemporar • Peal-pent C/O Okay To Iss _ 0 Commercial Final Inspection_11 27 12 ELECTRICAL INSPECTION MIDDLE DEPARTMENT INSPECTION AGENCY 4.0 r r w . C83 , INSPECTOR 11. C iNCEALE D !RING O.K. 'ATE UTILIT( NOTIFIED f _ i FINAL APPROVAL DATE Town of Queensbury Building &Code Enforcement Office No. (518) 761-8256 Commercial Final Inspection Report Inspection request received: Name: (r 0 T "VQthS Inspected on: Location: / I '3 R-1'9 Arrive: a.m.!p.m. .�- Permit No.: / — 'c/(.e, Inspector's Initials: COMMENTS Y N NA .•5-0 T i phirse Chimney 1"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete �� - 12e Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Platform/Decks Interior!Exterior Balusters 4 inch Spacing Platform!Decks (rn. u � Stair Handrail 34 inch—38 inch I Step Risers 7"!Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles!Panic Hardware, if required -!'A0U AG>N C/c Exits At Grade Or Platform 36"(w)x 44"(I)!Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade — Floor Bathroom Watertight/Other Floors Okay Relief Valve, Heat Trap/Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors >10%> 1000 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls!Fire Separation,2 Hour, 3 Hour Complete l Fire Dampers!Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars I Sinks/Toilets/Mirrors Handicapped Bath I Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch, Checkout 36 inch Handicapped Ramp!Handrails Continuous/12 inch Beyond [Both sides] Active Listening System and Sign age Assembly Space Final Electrical!Flex Gas Piping Bonded Site Plan!Variance required Final Survey,New Structure 1 Flood Plain certification, if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'I Drivable Surface 20'wide Special Inspections/Engineer or Architect Approval Okay To Issue Temporary or Permanent C/O Okay To Issue C!C Commercial Final Inspection_11 27 12 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request - dive t: �' Queensbury Building &Code Enforcement Arrive: 3'\ o am • , Depart LI...DEA /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ,„...i NAME: ‘TX)-i-t_i-----7/) A l 4P1\4 _ C,Eb R(,:- PER 1 - -- N LOCATION: 4Ll 1 '5 h 1 11,1=1- DAT : c-r) -(c. -1 COMMENTS: Y_ N NA Chimney I"B"Vent I Direct Vent Location ' — ia MQ��� L . Plumbing Vent Through Roof 6"/Roof Complete 4 �� h� � Exterior Finish I Grade Complete 6" in 10' or Equivalent ;/ ���t��E� Interior!Exterior Guardrails 42 in. Platform/Decks C� Interior I Exterior Banisters 4 in. Spacing Platform/ Decks / 6 CVE-- 1"LB 1 ) Stair Handrail 34 in.-38 in. /Step Risers 7"!Treads 11" Vestibules For Exit doors > 3000 sq. ft. ;B\ C:E�L! 1\.)GAll Doors 36 in. w/lever Handles/Panic Hardware, if required \7/ N� Exits At Grade Or Platform 36(w)x 44" (I)/Canopy or Equiv. , (Z oL// u3 CA��� -Vt., Gas Valve Shut-off Exposed &Regulator(18")Above Grade ,// vy�n���1(�E o POUF Floor Bathroom Watertight!Other Floors Okay Relief Valve, Heat Trap I Water Temp. 910 Degrees Maximum I / \D ►J�1 LV_43 Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System ✓,/ C _���-‘ Fresh Air Supply for Occupancy/Ventilation Combustion \/ �'„� t. 4 Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site / / -OCV A , Oil Furnace Shut Off at Entrance to Furnace Area ✓ 1) bi ci- �0b-QCT\ Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 '/2 doors / R6 �v‘t_7\--S ‘,3 nK� Fill _> 10% > 1000 sq. ft. / 'A Hour Corridor Doors&Closers / .3 oc3tAt 1 F1 I\Y � Firewalls I Fire Separation, 2 Hour, 3 Hour Complete I Fire R� �v��� VV-0 M Dampers/ Fire Doors RF,C\-\\T `T E `@.,� t3E Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame / ✓ Attic Access 30”x 20"x 30"(h), Crawl Space Access 18"x 24" ✓ - -3"T'''"- - Ve�1 Smoke Vents Or Fan, if required 1 E__- T 1 ` Elevator Operation and Signage/Shaft Sealed ee Handicapped Bathroom Grab Bars/Sinks/Toilets /. DBipy FcQ Handicapped Bath/Parking Lot Signage f j------- */ r„L°t,,�MWit, ,��VOMPublic Toilet Room Handicapped AccessibleJHandica••=• S- -.`- Counters, 34 in., Checkout 36" , —C0 MPLE1 c FL\ Handicappe•.;'amp/ andrails Continuous/12 in. Beyond [Both sides] CLIP rh cA,Crb FIRE VI �i2-,6YAetL1 Active Listening System and Signage Assembly Space * Final Electrical/Flex Gas Piping Bonded 11— - o Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,if //f _, As-built Septic System Layout Required or On Filed �j / _Building Number or Tenant Address on Building or -4' Y Water Fountain or Cooler Building Access All Sides b 20'!Driveable Surface 20'wide / k * Okay To Issue emp. or Permanent CIO `,\ Okay To Issue , _ ) (-43L E___c)<e) Th Pfd 1 OC3Fr-.E VoR " l E-i`'1 i) CJ L:\Building&Codes Forms\Building&Codes\nspection Forms1Commercial Final Inspection Report.doc Revised January 7,2008 own of Queensbury Building & Code Enforcement M ¢j; ,Q.. /la m Office No. (518)761-8256 c� Commercial Final Inspection Report Inspection request received: /�� ! Name: kQxF', ( eor E'_ OWr l& W -3 6S-inspected on: -_ -- Ai/ Location: /K1/6" RA-`611? Arrive: =AYR Von,p.m. Permit No.: / 3 --(140 _ Inspector's Initials: .1ePI COMMENTS Y N NA Chimney/"B"Vent!Direct Vent Location / "'! \\J4 \ 4\'-L- �yC\ Plumbing Vent Through Roof 6"!Roof Complete p � L t b Exterior Finish!Grade Complete 6"in 10'or Equivalent Interior!Exterior Guardrails 42 inch Platform I Decks y-1eV--Nc, LI c T Interior 1 Exterior Balusters 4 inch Spacing Platform!Decks600.-A Fe.�T C Lkv __ Stair Handrail 34 inch-38 inch 1 Step Risers 7"1 Treads 11" GhtsR,-k(. %\iisz) 4.- -51-- Vestibules For Exit doors>3000 sq.ft. / C. All Doors 36 inch w/Lever Handles I Panic Hardware, if requiredJ� —77:: .;.,E� Exits At Grade Or Platform 36"(w)x 44"(I)!Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade — .17... %7 o'- `.-t17 Floor Bathroom Watertight!Other Floors Okay �,���� �_� Relief Valve, Heat Trap 1 Water Temperature 110 Degrees Maximum V :NZ7 ""\--Q 1?.... -tz,Zr-�, �/— Boiler I Furnace Enclosure 1 hour or Fire Extinguishing System ���[ Fresh Air Supply for Occupancy!Ventilation Combustion — L =_C._— V_ Low Water Shut Off For Boilers 1F C- ‘).L\J Gas Furnace Shut Off Within 30 ft.or Within Line Of Site % `�-�— Oil Furnace Shut Off at Entrance to Furnace Area ,/ ‹� \� -C Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Y/ Firewalls I Fire Separation,2 Hour,3 Hour Complete!Fire Dampers!Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame / Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" J Smoke Vents Or Fan, if required Elevator Operation and Signage I Shaft Sealed Handicapped Bathroom Grab Bars!Sinks!Toilets!Mirrors Handicapped Bath!Parking Lot Signage i / r P:N N17-ovt4%., 9sLa Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp I Handrails Continuous/12 inch Beyond [Both sides] \/ / Active Listening System and Signage Assembly Space / Final Electrical/Flex Gas Piping Bonded �(/ Site Plan I Variance required Final Survey, New Structure I Flood Plain certification, if req. As-built Septic Syst-• : , 'e.uire• % :n-F�e _ .�Z_V----' Building Number .r Tenant Address att4Buildin• .. I iveway 4" A\.37a C--, R70---- 17._c Water Fountain or a. - \u Building Access All Sides by 20'1 Drivable Surface 20'wide Special Inspections!Engineer or Architect Approval11/4"/ Vt Okay To Issue Temporary or Permanent C/O Okay To Issue C!C Commercial Final Inspection_11 27 12 NW A (lam w, Inspection Form _ Town of Queensbury Fire Marshal O Periodic Inspection Date: rme://5 I 742 Bay Road,Queensbury NY 12804 o Re-Inspection .C� 518 7 8206/518 761 8205 o CO Inspection Permit#: -' Lt / Fir arshals Representative Palmer Business Name: L& O(,R±16�-S P....S Location: ( '�f/5 R V V'GK Stillman Contact: er ony thek'•‘-e ev /�,gk J � ' lamjM. 3 Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2s Sp/ -e_ /v/1/t1.t?% tJ12�Q, Sign: Normal FC 1011 &FC1029 4 AtiYJL n Sign: backup FC 1011.5.3&FC1029.7.5 s G AISLES: /NG,/dd/n�i 5//Pnk-kia i si& 1G '`[ Main Aisle Width FC 1024/1025&FC1029.11 / Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 — /aOZ L11.4r 61 - "- Inspection of extinguisher FC 906 .Q,/�� v1 1-t C Yn4ti f��M 6 4 i�w EVAC Plan FC 404.2 l� 011 Ai AOIN TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 " 2�,6-cY 4 4011 ,44 r� at '�1 Exterior FC 1006.3 4k l s, pc$.„v, C,,,r- b;..+6y.s.>v., Clearance to Electrical FC 605.3 /� Electric Wiring Enclosed/Labeled FC 605.3.1 COM.elt, Combustibles in Equipment Rooms FC315.2.3 , F.D.Signage- FC 510 �1 VC `' AN No Smoking Signs FC 310.3 tS Old L � N Jam? Storage FC 315.2 0:21(1 C.c.- 12 Avrk, (14'4n+ cA Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 �1' Interior Finishes FC 803-804 i&iZ `197 Az,z i Smoke Detectors FC 907 ad /AI CO detectors FC 610 �iclowl� ��� Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" -'°Y / /iel/i2 -4,t1-- Wf EVAC SIGNS IN Rooms FC 404.6(R1 &R2) ger I,/eet ,e^,,,, _ Fuel Pump Warning Signs FC2205.6 07/V/1'� ��"J1 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 21 DAYS SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual l/ / FIRE ALARM -iii /fit/ DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC 0 Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 Operating Permit, if required will be issued after — [' Cg' Completion of Inspection 1 9 5 kiViel fawn of Queensbury Building&Code Enforcement Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: J// Name: O(' - / c .O -- Inspected on: ' '`1 ki Location: / <11 5 Arrive: o2:61e a.m./p.m. Permit No.: �7.�'/� .3` ��9 Inspector's Initials: • COMMENTS Y N NA Chimney/"B"Vent I Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior!Exterior Guardrails 42 inch Platform I Decks Interior!Exterior Balusters 4 inch Spacing Platform I Decks Stair Handrail 34 inch—38 inch I Step Risers 7"!Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles I Panic Hardware, if required Exits At Grade Or Platform 36"(w)x 44"(I)!Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight I Other Floors Okay Relief Valve, Heat Trap!Water Temperature 110 Degrees Maximum Boiler 1 Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy I Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors >10%> 1000 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers!Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage I Shaft Sealed Handicapped Bathroom Grab Bars/Sinks!Toilets/Mirrors Handicapped Bath!Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp 1 Handrails Continuous/12 inch Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan I Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler I/11 Building Access All Sides by 20'I Drivable Surface 20'wide A 7/ 'z, Special Inspections I Engineer or Architect Approval --f`�� Okay To Issue Temporary or Permanent CIO / Okay To Issue CIC 5s/ 0-W.i 4 .31/7 Dr Commercial Final Inspection_11 27 12 Town of Queensbury Building&Code Enforcement Office No.(518)761-8256 Commercial Final Inspection Report Inspection request received: Name: 007- CE-O E Inspected on: —7 — Location: t ° Arrive: . i m. .m. Permit No.: 1 3 l# '/ Inspector's Initials: 4, COMMENTS Y N NA Chimney!"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"I Roof Complete Exterior Finish!Grade Complete 6"in 10'or Equivalent Interior I Exterior Guardrails 42 inch Platform I Decks De‘t \' Interior I Exterior Balusters 4 inch Spacing Platform I Decks \ \6 t'-21� Stair Handrail 34 inch-38 inch/Step Risers 7"!Treads 11" �} Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(I)1 Canopy or Equiv. M tz\ To M tri Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight!Other Floors Okay -E-6Rg-D1t33 ?- (Dan Relief Valve,Heat Trap I Water Temperature 110 Degrees Maximum 2-1�n EX v 1� QRZ Boiler!Furnace Enclosure 1 hour or Fire Extinguishing System b - c i Fresh Air Supply for Occupancy/Ventilation Combustion -rom- Low Water Shut Off For Boilers t-\ "'`- "TO Gas Furnace Shut Off Within 30 ft.or Within Line Of Site L,AC1,7 6c) Oil Furnace Shut Off at Entrance to Furnace Area • Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%>1000 sq.ft. 3/4 Hour Corridor Doors&Closers � �. Firewalls!Fire Separation,2 Hour,3 Hour Complete/Fire Dampers 1 Fire Doors " ��c- -- 011.L .� z Ceiling Fire Stopping,3,000 sq.ft.Wood Frame t, , ,5 Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" T3 p,er-r� Smoke Vents Or Fan,if required moi- Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks I Toilets I Mirrors Handicapped Bath!Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch .!Licpa ped Ramp Handrails Continuous/12 inch Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical!Flex Gas Piping Bonded _ Site Plan I Variance required Final Survey,New Structure 1 Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'!Drivable Surface 20'wide Special Inspections I Engineer or Architect Approval Okay To Issue Temporary or Permanent C/O Okay To Issue C/C Commercial Final Inspection_11 27 12 Rough Plumbing / Insulation Inspectiu Report ( - Office "0/-Pit`- No. (518) 761-8256 Date Ins i ect' n req •st r: �r"'rd: Queensbury Building & Code Enforcement Arrive: - a l,t�i 742 Bay Road, Queensbury, NY 12804 Inspector's Initial- i/. NAME: !BBL— CPERMIT#: OLka(k LOCATION: (14-'(s SSI ' k 9 L / INSPECT ON: I1_ TYPE OF STRUCTURE:._() / 6..e.)1AA' /jet() Y N N/A Plumbing under slab Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air / Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head ,31N‘S— \t&73 \Q . . or for 15 minutes Insulation / 'esidential Che. . Commercial Check mu Sealing Tyvek or Similar Exterior Sealant t� Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 Town of Queensbury Building&Code Enforcement Office No.(518)761-8256 Commercial Final Inspection Report Inspection request received: Name: C0 LDTLEab__RT -AFL E Inspected on: _ Location: 1 Lk 15 ��`j� F �F Arrive: 1, p.m. Permit No.: ) 3 - 'i t'Q``/ Inspector's Initials: irA' COMMENTS Y N NA Chimney I"B"Vent I Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior!Exterior Guardrails 42 inch Platform I Decks Interior/Exterior Balusters 4 inch Spacing Platform I Decks Stair Handrail 34 inch–38 inch I Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(1)1 Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap!Water Temperature 110 Degrees Maximum Boiler!Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%>1000 sq.ft. %Hour Corridor Doors&Closers Firewalls!Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'1 Drivable Surface 20'wide _ 679t \ v j 14)01 Special Inspections!Engineer or Architect Approval Okay To Issue Temporary or Permanent CIO — �E�� ��� O�W��,`� Okay To Issue C/C b s Fl(ZETR ZOt-161 Commercial Final Inspection_11 27 12 F P)1 1L L OP Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: S 4)051—/- � ll _ Name: 6— . ' 0(1`T �- �-i SInspected on: 5/ sA7 Location: /(05— STY i - t 7( Arrive: 4n p.m. Permit No.: Li(Pt--/ Inspector's Initials: dIPAr TYPE OF STRUCTURE: \ ("--1 r Framin 4 F Y N NIA COMMENTS: A 00Attic Access 22"x 30"minimum Jack Studs I Headers 1 Truss Specification Provided _ EES E tJEEQ- 5 1 LQ Bracing/Bridging R�?C) ` o� (7\c v Joist hangers R �� Jack Posts/Main Beams 01DVE_C1 1 b6 Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches!Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses 1.111/43L,.vvk,C 6Lni3 Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall t. VV—k ) Fire separation 1,2,3 hour Fire wall 2,3,4 hour B'El_se 0JC OV �r1� Firestopping \ 1J\ F 1 QR `--LarSb Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side''/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping Inspection Report Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date InspeStipn • 1 . • •c:i • is Queensbury Building & Code Enforcement Arrive: i C--) a ,,f 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _ NAME: 0 L -L--6 e- 1---(-'— PERMIT#: /3-- `'(7 LOCATION: /2-( 5 '1A- ` INSPECT ON: 57—:-5-- / TYPE OF STRUCTURE: Y / N N/A Plumbing under slab �� LAti 1 v>r'_ii.'? 1/ ' Rough Plumbing / Nail Plates Plumbing Vent /Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum eanout every 100 feet / change of direction Pressure Test 4' Drain /Vent ///Airr�l.Head /51'.S.1,/for 10 ft. above highest connection for 15 minutes L_Pree Test Water Supply Piping Air / Head 50 P.S.I. for for 15 minutes Insulation / Residential Check / Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door /Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ•: A •d: ��/z9/7 Queensbury Building & Code Enforcement Arrive: a -. / 742 Bay Road, Queensbury, NY 12804 Inspector's Initial • \3--yam•, NAME: LJ iCe 6eetc ,P ovrI T 5 PERMIT# LOCATION: T .S A-'t C-- INSPECT r 1.7/30/Li TYPE OF STRUCTURE: Y N N/A —\--- A3p,47- 4.,L0 kPlumbing under slab l ZZ7 125-1 \3D Rough Plumbing /Nail Plates _ Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test ✓ Drain /Vent ✓ � �` � Air/ Head - '5 P . for 10 ft. above highest connection for 15 minutes Pressure Test ter Supply Piping V/ ' ead 0 P.S.I. for for 15 minutes V Insulation /Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly /No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins ection reque,Md: - Queensbury Building & Code Enforcement Arrive: �/ 742 BayRoad, Queensbury, NY 12804 Inspector's Initials. .Xil Y, (NAME: O 071 EV4) A\ 1_._R62,E o E PERMIT#: 1'7)- io LOCATION: 11-1,l5 C KVE_ Q0TF cl INSPECT ON: L1-ZZ-1 Lk TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes / . VInsulation /Residential Check�ommercial Check �- �KV-- AL1, Window Sealing --ro (.....c,MiAu� Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent � k\VUj Door/Window Sealed (No Insulation) V___--q Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 ck_,^n Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re! est r•c; e' Queensbury Building & Code Enforcement Arrive: I 'C) ami 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: i NAME: 0 ( :3 Q,4-L & PERMIT#: 1 '3 --{I toil LOCATION: (1/5 R-j-< INSPECT ON: TYPE OF STRUCTURE: (1-,C1-1- r-,.. Y N N/A Yt C E Plumbing under slab Rough Plumbing / Nail Plates 1'Pi RT\ 4 1 0 Plumbing Vent /Vents in Place J 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain /Vent it ad 10 ft. above highest connection for 15 minutes P.S.I. for g / Pressure Test / W er Supply Piping Ai � 50 P.S.I. for for 15 minutes Insulation / Residential Check / Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumhing_Insulation Inspection_02 05 13 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: 7'f` am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ;DA NAME: j t-tqlc'+- PERMIT #: 3 —<1 fry LOCATION: )94-4- RO INSPECT ON: TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain /Vent Air / Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I. for for 15 minutes i Insulation / Residential Check/ Commercial Check lc., If Window Sealing Tyvek or Similar Exterior Sealant 4 �`� `�4 7' & Proper Vent, Attic Vent p Door /Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 IueS '' eos Rou h Plumbing / Insulation Inspection Report �t& Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: Ai tJ a�m` 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: -r)'1- NAME: 1,1410-5 PERMIT#: 1 3 v&T LOCATION: // 15 Pi- 9 INSPECT ON: TYPE OF STRUCTURE: C 3 6-1 3-37W- Plumbing under slab 1/ 5Q. Rough Plumbing / Nail Plates � Plumbing Vent/Vents in Place ,/ / 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum ,r ?2Le1 1U3, /3c) Cleanout every 100 feet / change of direction i 3s CZ 17= Pressure Test Drain /Vent / Air / Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation / Residential Check / Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door / Window Sealed (No Insulation) Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 Rough Plumbing / Insulation Inspection Report ` \ \ Office No. (518) 761-8256 Date Inspe tion.request received: \)WJE Queensbury Building & Code Enforcement Arrive: _/J am/p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: C,0 NAME: c ccv1 CA— �� 4PERMIT#: k3—'�tot LOCATION: \-\,5 • 1 FATE kn� _ INSPECT ON: 4 —114—V-k TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent I Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head � / 50 P.S.I. for for 15 minutes Insulation / Residential Check/Commercial Check /j�E Window Sealing Tyvek or Similar Exterior Sealant \1C___-7\ Proper Vent, Attic Vent 2-1 Door/Window Sealed (No Insulation) FQ_\ :%'N \ . Duct/ Hot Water Piping Insulation !—/ G/ 4,- 1)// If required unheated spaces , r Combustion Air Supply for Furnace DA' Duct work sealed properly /No duct tape , . /e /I cfX/i Blower Door Test icisetx Air Sealing -t<'�4 �4/j c� jr Cdr-"e0 COMMENTS: Rough Plumhing_Insulation Inspection_02 05 13 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection.request received: Queensbury Building & Code Enforcement Arrive: ?'1 ' am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: y �. y 7 (_,\--( r'( i- NAME: t- � -t- PERMIT #: „ ' 1 �'y LOCATION: / • / ; 1:4- INSPECT ON: (- //-/Y TYPE OF STRUCTURE: ( ` y r� •-t Y N N/A Plumbing under slab Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes 6 Insulation / Residential Check / Commercial Check C pt t.,, i L 1 L‘04\1 Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent 1�F uJ t�L-L� V27V-Alf\S Door /Window Sealed (No Insulation) Duct / Hot Water Piping Insulation , If required unheated spaces Combustion Air Supply for Furnace \--)D Duct work sealed properly/ No duct tape \J? � \ o•�T1c Blower Door Test Air Sealing \-3 utE� COMMENTS: Rough Plumbing_Insulation Inspection 02 05 13 Rough Plumbing / Insulation Inspection Report 3;�0 -3 .37 Office No. (518) 761-8256 Date Inspection reque• •cei : Queensbury Building & Code Enforcement Arrive: �7 23C) 'm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: L- PERMIT#: 4 LOCATION: l'i 1 c /' - 9 INSPECT 0 //•-/Y TYPE OF STRUCTURE: (1 ern e Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Ej� CE_/� 111.00101060dential Check/Commercial Check PaR-\-'flU \WO I tA5 Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent .bF X.WA Door/Window Sealed (No Insulation) v-' --lat? E .‘?„. Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace DO ramie Duct work sealed properly/No duct tape Blower Door Test -' � Air Sealing &bct V'�cTuJ COMMENTS: � ��� 1� � � J� 6-\--o\ tot it-k0t3VA-A F�F���� q,,CDO —\\�, Rough Plumbing_Insulation Inspection_02 05 13 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Insmction�eq�es e: •' • f: �l /i� Queensbury Building & Code Enforcement Arrive: "f -3,12 . /pi, z 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ,d Gu`I�TSM 2- e7 NAME: WA PERMIT# _ 13 - LOCATION: I ! ) S tE i T ( INSPECT 0 ': L'f pv TYPE OF STRUCTURE: /N N/A dumbing under slab E�,N,.sy �3?r��k1Z► . ���� ��� Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place '\--‘,S-405t) 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction P ure •st (fp /Vent rr 'ead S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation /Residential Check/ Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 Rough Plumbing / Insulation Inspection Report 3% oo y-co Office No. (518) 761-8256 Date Insp•ction rel est. • •'ved: Queensbury Building & Code Enforcement Arrive: r 1 a tC , 742 Bay Road, Queensbury, NY 12804 Inspector's Initial IMP" NAME: 0L;TI,t1-4) Al �i*.E 6EDwz._ PERM I3— 410y LOCATION: -I 1415 cicriciT ROUTE 9 INSPECT ON: J-1--I0-14 TYPE OF STRUCTURE: 2_ rk 0 6P-7\b`` i 9/. NN N/A 1 Plumbing under slab 1 �►JROT 22 KVNP001A 6YBC—E tt40 Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place ,f 11/2 inch minimum Drain Size V Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction4 Pre t e Test // : ent kjH• . 1 Y // P.S f. for 10 ft. above highest connection for 15 minutes P _; re Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes ,„----------f Insulation / Residential Check Commercial ChecQaQ,rm________._,___k) ��� Cr \gam Window Sealing-r_VAD ---- 1 Tyvek or Similar Exterior Sealant R-11 Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 ni-vy. Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re' _ : 2:-Z Queensbury Building & Code Enforcement Arrive: 1 � ' �� 742 Bay Road, Queensbury, NY 12804 Inspector's Initial • or"'� NAME: 0 (tom kT LYE oP..bc--- PERM! #: / 3-- <--Ln/ LOCATION: I f/ 5- RI-q1 INSPECT ON: —i7 •1 y TYPE OF STRUCTURE: Z 1 1 ) � 0 vc,x 3 0 u.&-LJE)r K Y N N/A lumbing under slab Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place // 11/2 inch minimum Drain Size 1 Co IA m.T3i Washing Machine Drain 2 inch minimum __— A � Cleanout every 100 feet/change of direction Pressure Test Drain /Vent 7 5 P. .or 10 ft. above highest connection for 15 minutes Y Pressure Test •✓ Water Supply Piping / Ai ......1- . 1 d 0 P.S for 15 minutes nsu ation / Residential Check/ Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces / Combustion Air Supply for Furnace V Duct work sealed properly/ No duct tape MIA1 t Blower Door Test 6EA E ,i=0, 1 ` Air Sealing -SY;X13'-52 --\--VAX) COMMENTS: NI CWF---0 \c__,Mk D Rough Plumbing_Insulation Inspection_02 05 13 Rough Plumbing / Insulation Inspection Report L Rr- Office No. (518) 761-8256 Date Ins ection r qu- : e oil• .: Queensbury Building & Code Enforcement Arrive: �� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials 'Jo' NAME: C1oTuT") a`r LOVE t EcaEPERMIT#: fa-H(&-1 LOCATION: t4 5 ATTE INSPECT 0'1: TYPE OF STRUCTURE: 3-Z$-i 2_ \O 5'PF 1 n Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 'f'\ 0t3c55 L_A 11/2 inch minimum Drain Size C) 1 1\\___A Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction ��T� �°�� Pressure Test Drain /Vent Air/ Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation /Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces 1) Combustion Air Supply for Furnace JDuct work sealed properly/No duct tape pc1/4.Q ‘ SRL--- 3 )-A"II_ L,AWL Blower Door Test Air Sealing COMMENTS: \--V ' 5 CoR\)_...\ R__ Rough Plumbing_Insulation Inspection_02 05 13 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection - - :ived: Queensbury Building &Code Enforcement Arrive: = , salt part: I I o a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: 1. NAME: L tJ \ 1 E\-1-) OF l- fl ,� : �,� MIT#: t 4(o� LOCATION: \ �.� ,�\ 1� 1 t k'b�lVE. I .PECT ON: j--7-0-11-1 TYPE OF STRUCTURE: (-tea )4 Y N NIA . COMMENTS: Framing Attic Access 22" x 30" minimum -��B ADE C- \Y5 C Jack Studs/ Headers Q1)�—�- ELS\)BT \t)D3 b Bracing /Bridging Joist hangers `-p \ CG Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing \in)?-E-6 Headroom 6 ft. 8 in. Notches I Holes I Bearing Walls C \F LK 1 tEC._�'\Op RE\70aT5 Metal Strapping for Notches Top Plate -U \ t-- E tC C, Ea\ 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses v �— t-\\ 1G Anchor Bolts 6 ft. or less on center Xi 1 �{�{.�/j �� �� ti,A Ice and water shield 24 inches from wall 57S--17 TQC L Fire separation 1, 2, 3 hour o - -- 0 .t)J� ht- Fire wall 2, 3, 4 hour Fob (ZeoF Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Forms-0LD\Building&Codeskinspection Focros1Framing Firestopping Inspection Report.doc Revised January 7,2008 (t&'. ckra+ � -- f 7 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Insp ction req e Queensbury Building & Code Enforcement Arrive: - i� e 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: C (A) eztkly PERMIT#: / 3 — (4 LOCATION: j< F +9 INSPECT 0 . —Y-14 TYPE OF STRUCTURE: Y/ N N/A \. Plumbing under slab V Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place V'`i,bsu0C" 11/2 inch minimum Drain Size OF Washing Machine Drain 2 inch minimum PrJ J•47.)� -- Cleanout every 100 feet/change of direction Edi Pressure Test Drain /Vent Air/ Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation /Residential Check/Commercial Check Window Sealing Bc c \Lc �l Tyvek or Similar Exterior Sealant IPtCWOPk___ Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 k 0a I•- Foundation Inspection Report ©v • Office No.(518)761-8256 Date ; 6 • tion req • Queensbury Building&Code Enforcement Arrive: •re Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:ing NAME: ON: Ctr�-�%�� c:i� Z��c: �rN=�-fc‘) `"- 1 IN PECT ON: :� •,l rl`/Ln TYPE OF STRUCTURE: _r ^o•-• Comments Y N NA. Footings Piers q_ 1-0 ._` �` bnolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under 9b Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspect�u���� Queensbury Building & Code Enforcement Arrive: ,� •r 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: WI NAME: PERMIT#: / 3- 9(o / p LOCATION: / `a/ 5 f'1 ` INSPECT ON: — 7—/`f TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size 7 UQ Washing Machine Drain 2 inch minimumiNt ( � Cleanout every 100 feet/change of direction , Pr• est L /Vent .7/ ad P. e sr 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/ Commercial Check Window Sealing ciPkV__ s 'A- Tyvek or Similar Exterior Sealant PrW�C,J Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 Town of Queensbury Building & Code Enforcement `1 (\ u Ns — Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: • Name: D cam`j 6- Inspected on: s�1 Location: / `'f /5 R1' 9 Arrive: i. . Permit No.: / 3 —ti to Inspector's Initials: TYPE OF STRUCTURE: C2A, E:7- - - / N NA COMMENTS: Attic Access 22"x 30"minimum Jack Studs!Headers C� � � Truss Specification Provided Chu; Bracing/Bridging M ✓ ice. Joist hangers Jack Posts!Main Beams TV-0 Exterior sheeting nailed properly L- 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches!Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing / Firestopping Inspection Report ) U‘21 /--3 Foundation Inspection Report Office No. (518)761-8256 Date Ins ectiojq/ Queensbury Building&Code Enforcement Arrive: ,. a apDepart: `L•Lir 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia fitgV�� NAME: Q P KNIT#: 3-- {I Lo LOCATION: /�, �i`I-� INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab _ Reinforcement in Place The contractor is responsible for � s� L' providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report,doc Last printed 12/18/2013 2:44:00 PM Ifwr' GI i Foundation Inspection Report Office No. (518)761-8256 Date Ins ction r t reiyed: c Queensbury Building&Code Enforcement Arrive: a ' % Depart: 1- a ni 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:V/ ' NAME: O\Ik 64- P/RMIT#: LOCATION: f 4 f 9 / INSPECT ON: 3 --% J TYPE OF STRUCTURE: Comments cv‘, 11-7_,,,K 2-7 Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for r~ providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour r� F� VL �\ Reinforcement in Place 61.\- Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width /- /6 inches above footing • ,6 mil poly for wet areas under slab ackfill Approval IC/ , `` E.- (12...V.' •��J (.1� Plumbing Under Slab cPVC„/Cast/Copper "1-1) Gr VQ Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Town of Queensbury Building & Code Enforcement a R- !v Office No. (518) 761-8256 Framing 1 Firestopping Inspection Report Inspection request received: _ Name: 6 cth )6 4-3 �- G' Inspected on: --s 2- 110 , Location: Arrive: - .4 if p.m. Permit No.: 3 — We y Inspector's Initials: TYPE OF STRUCTURE: N NIA COMMENTS: Attic Access 22"x 30"minimum V�,I '\ � � �0�� Jack Studs/Headers �a Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properlyv ; 2)' `! nn . 12"O.C. EA N �� LL T Headroom 6 ft.8 in. N Stairwells 36 in.or more Exterior Deck Bracing 1"—L Headroom 6 ft.8 in. � ��1 _ Notches/Holes 1 Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing / Firestopping Inspection Report -11c,c.rS // Rough Plumbing / Insulation Inspection ' • port Office No. (518) 761-8256 Date Ins'ection requ. c •d: Queensbury Building & Code Enforcement Arrive.* 1i. , a a' 742 Bay Road, Queensbury, NY 12804 Inspector's nitia/i va NAME: 0 idi e-4S at- L6- PERMIT#: / LOCATION: / <-1/t5- /q-1- 9 INSPECT 0 . a-- d-O—%'j TYPE OF STRUCTURE: (�.f 2.-- ttk,"') GF_t__.3-i'vEA Y N N/A lumbing under slab C�al M O i) Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place / 11\ 11/z inch minimum Drain Size „Q,C, Washing Machine Drain 2 inch minimum F- C lea n out - Cleanout every 100 feet/change of direction Pressure Test ✓,/ t;��,� S2-- ��� 41110110int �/ A . � .tl JP 0 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes C.\4 % Insulation /Residential Check/Commercial Check Window Sealing E -1� Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 -rotes /o WIC Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Ini ' NAME: (Lk) Lc K a (r or-5 € PERMIT#: 13" 1(,4 LOCATION: / Yl SJ R9 INSPECT ON: TYPE OF STRUCTURE: ✓ orriLv- �-�-P ao-5 5c_06 Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent (1Y. ,Act.� Air/ Head M�� 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping � - Air/ Head 50 P.S.I. for for 15 minutes Insulation /Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 ---f Town of Queensbury Building & Code Enforcement ct es lo-la Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: 1� Q ' ` �� Name: Inspected on: Location: IL//5 Arrive: &1_) ` �)v a.m.I p.m. Permit No.: /? —`?(o'y Inspector's Initials: TYPE OF STRUCTURE: S P - ga Sao 5cQ5 (1)N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs J Headers TA) Truss Specification Provided :J Bracing/Bridging --4 t Joist hangers Jack Posts!Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes!Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3.4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 518 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in. (W) 5.7 sf above!below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping Inspection Report Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins'ection requ A ; • ed: Queensbury Building & Code Enforcement Arrive: = 1 , t 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:rot, NAME: OOTLE) k_CEOWPERMIT#: 7)—qtot--\ LOCATION: \' 1.5- 4TRTE 2\ 1 a, INSPECT ON Z--(2-)4 TYPE OF STRUCTURE: 2_ \ fib? 1 Y N N/A V Plumbing under slab Rri Rough Plumbing /Nail Plates coE_ Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction /// k PressureT \ ead 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I. for for 15 minutes .),/ Insulation / Residential Check/Commercial Check Window Sealing c"-V.6 P _-\4 \ ��- Tyvek or Similar Exterior Sealant c tQV\ Proper Vent, Attic Vent ��� Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumhing_Insulation Inspection_02 05 13 • l v Foundation Inspection Report Office No.(518)761-8256 Date Insp ction reques fel 2 (e 1Queensbury Building&Code Enforcement Arrive: , = _ •epart: - • I • m�742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: (,- V.- ' E L e PERMIT#: LOCATION: 5111-1- G ,2o F INSPECT ON: , TYPE OF STRUCTUREt Comments Y N N/A Footings C_C IAC r- 6- e_Qr Piers ) Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecction Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM o Closes i Foundation Inspection Report Office No. (518)761-8256 Date Ins•ection -: re« i e.• 3 it Queensbury Building&Code Enforcement Arrive: :• Depart: ,, . : ii .m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia • NAME: OU;LC TS T Gee RMiT#: 3— (Po LOCATION: ill f SS j c 174�J j ?INSPECT ON: AWL" TYPE OF STRUCTURE: Comments N N/A Footings f kCN;7•A Piers (� XMonolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ryv-, A 6Inc'� ( pM Foundation Inspection Report Office No.(518)761-8256 Date Inspection •=• -st -- • iv-•: Queensbury Building&Code Enforcement Arrive: 2, _ t"p Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. _ - NAME: C) Li4-1 �lr � ' I T#: /3 els y LOCATION: / y'/ S R i- $ SPECT ON: ---3.1 < TYPE OF STRUCTURE: Comments C D . 6)c_r ZA Footings 1 \ Piers Monolithic Slab CZ Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place r Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspection Fortes\Foundation Inspection ileport.doc Last printed 12/20/2005 9:24:00 AM Fns% Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:/I am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:�� `— NAME: C) LCh 8 S L(7- PERMIT#: l 3 -"%o LOCATION: / d -(-`i INSPECT ON: /- TYPE OF STRUCTURE: Comments X N NLA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Bufidfng&Codes\Inspection Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Irr) Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: //A he) /Y Queensbury Building&Code Enforcement Arrive: /)u am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: dW,y NAME: C iG�' (eV �o'2-IC�' C�-�J � PERMIT#: � � / - -'17/6'`� LOCATION: /.+-f/5 iNe, 1 INSPECT ON: tic-Jr. // / / TYPE OF STRUCTURE: � i} f )` � y! Comments Y N NLA Footin / Piers Monolithic Slab Reinforcement in Place The contractor is responsible for _ providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fors\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM W 0 0aq Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: rJ/r am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: //— NAME: fi I 0+ Gam— PERMIT#: / 3 - Vta.i LOCATION: / y / INSPECT ON: I — act-// TYPE OF STRUCTURE: Y`v,rn- Comments Y N N/A Footings _✓%_ Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing 1/ for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wailpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forrns\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM MD A6i0,3/.60 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: /'3c am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: Ph NAME: (') Cd—i c "S C ' L Cj- PERMIT#: / :3 — L LOCATION: /Al/.1- /'-' INSPECT ON: / `/- TYPE OF STRUCTURE: Comments Y N NA Footings rad/////.. Piers t' Monolithic Slab ' Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place f Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1//6-Sok)A ,1 :36 Foundation Inspection Report Office No.(518)761-8256 Date Ins ection , « : Queensbury Building&Code Enforcement Arrive: I �7 : 114. � Depart: )-OT) pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: OccilE--5 cry l - Pr ' IT#: / 3— LOCATION: 3--LOCATION: >./15 51- K-f- INSPECT ON: / -- 02/ -/ TYPE OF STRUCTURE: Comment! Y N Na. Footings Piers — E, \ \ 1J Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement ,CMatof the concrete. \ ( E—.1,0C- Materials erials for this purpose on site. - Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place f\i• UQ J ` l) Foundation Dampproofmg 4-•, tom; Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Repot Office No.(518)761-8256Date Ins do req L Queensbury Building&Code Enforcement Arrive: VA h !,105F,r Depart: +- : 1-pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial-le NAME: GT L.r-C� P\T L A V e r • I T#: _� i (. LOCATION: j y5 S T!4FT, 2ei.C9 SPECT ON: TYPE OF STRUCTURE: Comment • Y N N/A ootings 1" 31:1-(2--A-CGy,cre-IK- ' Piers $ 1�Q Monolithic Slab `'���t61-7 Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump .\F--V'CM\ Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval XTE�v� �- a.._ Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report / ( --- Office No.(518)761-8256 Date . tion . . - -i -d. / / S / L Queensbury Building&Code Enforcement Arrive: Orr Depart: „ : P . 742 Bay Rd.,Queensbury,NY 12804 Inspector's kit: s: NAME: all- .i S A 1.,41V--C. 5 e p . t T#: ( 3- L( C LOCATION: I I I S STA i r fL o LI '-i INSPECT ON: QN/S' TYPE OF STRUCTURE: Comments 2.- 11 ...67C-f.2-1-\c��1 Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing t� LE Footing Drain Daylight or Sump OF- r l�V ` Footing Drain Stone: 12 inch width f- /i 6 inches above footing &/ 6 mil poly for wet areas under slab / . , Backfill Approval Plumbing Under Slab C/Cast/Copper —� Foundation Insulation Interio Exte:. '.-- R- Iti7,` ,-k Rough Grade 6 inch cfrop within 10 ft. L:\Bullding&Codes Forms\Bullding&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Jpoi-) Foundation Inspection Report • - a ill Office No.(518)761-8256 Date Inspect-reque 4iv •: Queensbury Building&Code Enforcement Arrive:i-1:h : «. / Depart: 742 BayRd.,Queensbury,NY 12804 Inspector's Initial 4_0 P NAME: /mu#: I 'y 4.0 LOCATION: 1 </i ,5 134 INSPECT ON: /— TYPE --TYPE OF STRUCTURE: Comments Y N NA Footings Piers J Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour ✓ ���f �' M Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg LA13E- T7k Foundation Waterproofing 'Cry '-24 I Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ= - d: j Queensbury Building&Code Enforcement Arrive: :ice : � Depart: ,c lcam/(i 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial- A 1� / NAME: PE' I T#: 13-'4 4 LOCATION: k1t-, i-; �_ n IN PECT ON: 1 --\fl—1 TYPE OF STRUCTURE: Comments N N/A C)-/Footings _ Piers Monolithic Slab �- EC1 �TLj G Reinforcement in Place The contractor is responsible for (1 +.)� providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval F Plumbing Under Slab PVC/Cast/Copper J 3 u t )F_ Foundation Insulation Interior(Exterior R- t " Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Fri 1 deg c ) O Foundation Inspection Report 1 t Q.i1 Office No.(518)761-8256 Date Inspection -'ue• -t iv .: Queensbury Building&Code Enforcement Arrive: V.. ' Depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 6 Ll-le-f-_s - L 6- _ P,ERNIIT#: /3'- <I 1,2 4./ LOCATION: N1,5,5 R.-t-`1 L INSPECT ON: / /o—/'-i TYPE OF STRUCTURE: Comments Y VIJA Footings > Piers / Monolithic Slab < ��� �� Reinforcement in Place l ,) \\A__ CH EC._ The contractor is responsible for providing protection from freezing Z`o a for 48 hours following the placement of the concrete. Materials for this purpose on site. , Foundation/Wallpour ` Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab rPVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Buliding&Codes\Inspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Fur's / ?•`.30-( �36. Foundation Inspection Report Office No.(518)761-8256 Date Inspection • 'i e -' • •. Queensbury Building&Code Enforcement Arrive: \'' : . - Depart: ii"..-,5-C) 17 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: s: „,a I NAME: D j 4l e_- -S 17-- PERMIT#: / 3 _41 c. 41 LOCATION: 1-N1,'S -{-q INSPECT ON: /- V /i TYPE OF STRUCTURE: Comments, ,,c_c Y NA_ G�w Z FootiN Footings ; ' .--4 Lam`,` V _ Y\L Piers Monolithic Slab / I\-‘ VA t - 1-,--1—*( Reinforcement in Place ''1‘1--- -- q. The contractor is responsible for U---\providing protection from freezing for 48 hours following the placement Z, of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place V7-, LY OFA F ,� R Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 0),.. inches above footing 6 rail poly for wet areas under slab ackfill Approval ,/ Plumbing Under Slab PVC/Cast/Copper 6Xundation Insulation Interior/ ..-__igr.2- / R- vt�'‘ \ .F \—\ vJ V-_-_ Grade 6 inch drop within 10 ft. \c/1 k-- C_,c424,)6?___ , L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report V lj it 2 13 U �'3� Office No.(518)761-8256 Date Inspection req .- ed: ( kir Queensbury Building&Code Enforcement Arrive: \2::-.5c-:490, Depart: : I p : . ip742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi:I �/„* ii NAME: C�IJ I k k 15 R i 1- \i-e G"Wer IT#: _ u" . ('L LOCATION: 1 (S Ste- - f i (Le LJ -- 7 INSPECT ON: o • TYPE OF STRUCTURE: ` L\ \ N167-:),EC \ 3 Comments Y N NIA Footings J D �J i 3 Piers - 1- --4\ ° l 1J Monolithic Slab Reinforcement in Place ' V The contractor is responsible for providing protection from freezing for 48 hours following the placement 0 of the concrete. Materials for this purpose on site. 1 I �; oundation/Wallpour L V-t., •a N Reinforcement in Place ✓/ ---- Footing Footing Dowels or Keyway in place 0' F -- a M c_7>V-t3E _ Foundation Dampproofmg 1 Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab 401 ackfill Approval � \k Plumbing Under Slab ' L . L) OF C/Cast/Copper oundation Insulation Interio Exterior ' R- , l 7 ,” Fuflbti Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fomes\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque iv.': Queensbury Building&Code Enforcement Arrive: .7-,3 : s.. �� Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial' A - NAME: O AT L.t E GEtJ P' ' I T#: I;3 —i-}(i LI LOCATION: INSPECT ON: I —7 -- TYPE TYPE OF STRUCTURE: _. O Comments Y N N/A Footings �� ��1 F1 t_ OJ C�ET 1G Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval y 61 ,\ L_1►J G ��' T 1 tt G Plumbing Under Slab C-c)t C�-- PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM evergreen TESTING &ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: Lake George Outlets JOB NO. FDE-13-247 CLIENT: Northway Outlets, LLC REPORT NO. F-13-247-12-31-13 CONTRACTOR: BBL DATE: 12-31-13 ❑ SPREAD FOUNDATION II GRADE BEAM ❑ FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ■ OTHER REFERENCE DRAWINGS : S1.02, S3.00 LOCATION : P.6 to Q/7, Q to Q7/10 • PROPER BAR SIZE ■ PROPER GRADE STEEL • PROPER BAR SPACING ■ PROPER BAR CLEARANCE ■ PROPER SPLICES ■ CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS ■ FINDINGS REPORTED TO BBL foreman ASTM STANDARD REINFORCING BARS # 3 - SI9 46 - SI 19 # 9 - SI28 # 14 - SI43 # 4 - SI 13 f/ 7 - SI 22 # 10 - SI 32 // 18 - SI 57 # 5 - SI 15 # 8 - SI25 # 11 - SI36 Inspector: CC eve rg re e n TESTING& ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: Lake George Outlets JOB NO. FDE-13-247 CLIENT: Northway Outlets, LLC REPORT NO. F-13-247-12-27-13 CONTRACTOR: BBL DATE: 12-27-13 • SPREAD FOUNDATION ❑ GRADE BEAM ❑ FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION OTHER Pier footings REFERENCE DRAWINGS : S1.02, S3.00 LOCATION : 15/Q6, 15/S and T and U and V • PROPER BAR SIZE • PROPER GRADE STEEL • PROPER BAR SPACING ▪ PROPER BAR CLEARANCE ® PROPER SPLICES ® CONFORMS TO DRAWING ❑ DOES NOT CONFORM ® REMARKS (8)#6 verticals as per rebar shop drawings, 53.0 calls for (4) #6. M FINDINGS REPORTED TO BBL representative ASTM STANDARD REINFORCING BARS # 3 - SI9 # 6 - SI 19 # 9 - SI28 # 14 - SI43 # 4 - SI13 # 7 - SI22 # 10 - SI32 # 18 - SI57 # 5 - SI 15 # 8 - SI25 # 11 - SI36 Inspector: CC • evergreen TESTING & ENVIRONMENTAL SERVICES, INC. H 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 H PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: Lake George Outlets JOB NO. FDE-13-247 CLIENT: Northway Outlets, LLC REPORT NO. F-13-247-12-26-13 CONTRACTOR: BBL DATE: 12-26-13 ❑ SPREAD FOUNDATION :Li GRADE BEAM ® FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION J OTHER REFERENCE DRAWINGS : S1.02, S3.00 LOCATION : Wall 7 Zine/MI-P.6, 9 line K-P ® PROPER BAR SIZE ■ PROPER GRADE STEEL ■ PROPER BAR SPACING ■ PROPER BAR CLEARANCE ■ PROPER SPLICES ■ CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS ■ FINDINGS REPORTED TO Fred ASTM STANDARD REINFORCING BARS # 3 - SI9 # 6 - SI 19 # 9 - SI28 # 14 - SI43 # 4 - SI 13 # 7 - SI 22 # 10 - SI 32 # 18 - SI 57 # 5 - SI 15 # 8 - SI25 # 11 - SI36 Inspector: EM evergreen TESTING &ENVIRONMENTAL SERVICES, INC. U 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: Lake George Outlets JOB NO. FDE-13-247 CLIENT: Northway Outlets, LLC REPORT NO. F-13-247-12-19-13 CONTRACTOR: BBL DATE: 12-19-13 ❑ SPREAD FOUNDATION -J GRADE BEAM ❑ FOUNDATION WALL ❑ STRUCTURAL SLAB ■ CLASSIFICATION Pier J.1 OTHER REFERENCE DRAWINGS : S1.01, S3.00. S1.02 LOCATION : Footing pier 9 line L, M. N, P and 7 line, N, P.6, P & 8 line P.6 IMPROPER BAR SIZE ■ PROPER GRADE STEEL O PROPER BAR SPACING IIS PROPER BAR CLEARANCE ® PROPER SPLICES ■ CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS I FINDINGS REPORTED TO Scott of BBL ASTM STANDARD REINFORCING BARS # 3 - SI9 # 6 - SI 19 # 9 - S128 # 14 - SI43 #4 - SI 13 # 7 - S122 # 10 - SI32 # 18 - SI 57 # 5 - SI 15 # 8 - SI25 it 11 - S136 Inspector: EM evergreen TESTING& ENVIRONMENTAL SERVICES, INC. 1 1 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 LI PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: Lake George Outlets JOB NO. FDE-13-247 CLIENT: Northway Outlets, LLC REPORT NO. F-13-247-12-19-13-1 CONTRACTOR: BBL DATE: 12-19-13 J SPREAD FOUNDATION IN GRADE BEAM �J FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ® OTHER Pier REFERENCE DRAWINGS : S1.01, S3.00 LOCATION : H+ to L+/7 ® PROPER BAR SIZE II PROPER GRADE STEEL ■ PROPER BAR SPACING ® PROPER BAR CLEARANCE iA PROPER SPLICES 3 CONFORMS TO DRAWING S1.01 and S3.00 hand drawn changes ❑ DOES NOT CONFORM ® REMARKS Dowels to be drilled and epoxied form grade beam to slab on grade; brace column piers lidd (0) #0 vcrtic& ® FINDINGS REPORTED TO BBL representative ASTM STANDARD REINFORCING BARS # 3 - SI9 # 6 - SI 19 # 9 - SI28 14 - SI43 4 - SI 13 # 7 - SI 22 # 10 - SI32 ' 18 - SI 57 # 5 - SI15 # 8 - SI25 # 11 - SI36 Inspector: CC evergreen TESTING& ENVIRONMENTAL SERVICES, INC. �� 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 E PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: Lake George Outlets JOB NO, FDE-13-247 CLIENT: Northway Outlets, LLC REPORT NO. F-13-247-12-18-13 CONTRACTOR: BBL DATE: 12-18-13 SPREAD FOUNDATION J GRADE BEAM ® FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION J OTHER Piers REFERENCE DRAWINGS . S1.01. S3.00, S1.02 LOCATION : Grade beam line 7/F-J & 9/F.3 to L pier 7 line K, L & M II PROPER BAR SIZE ® PROPER GRADE STEEL Illi PROPER BAR SPACING ■ PROPER BAR CLEARANCE El PROPER SPLICES ® CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS ® FINDINGS REPORTED TO Fred of BBL ASTM STANDARD REINFORCING BARS # 3 - SI9 # 6 - SI 19 # 9 - S128 # 14 - SI43 # 4 - SI13 47 - SI 22 # 10 - S132 # 18 - SI 57 # 5 - SI 15 # 8 - SI 25 # 11 - 5136 Inspector: EM evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: Lake George Outlets JOB NO. FDE-13-247 CLIENT: Northway Outlets, LLC REPORT NO. F-13-247-12-12-13 CONTRACTOR: BBL DATE: 12-12-13 R SPREAD FOUNDATION ® GRADE BEAM LI FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ® OTHER Piers REFERENCE DRAWINGS : S1.01, S3.00, S0.01. dimension drawing A LOCATION : Spread footing 7 line at H & J, 8 line at F.7, G and H. Grade beams & piers 3 line C.5 to D.5, 6 line D5 to E6, 9 line E6 to G.75 SI PROPER BAR SIZE M PROPER GRADE STEEL ® PROPER BAR SPACING IMPROPER BAR CLEARANCE M PROPER SPLICES M CONFORMS TO DRAWING ❑ DOES NOT CONFORM I■ REMARKS 8#6 verticals used at piers per dimension drawing A, S3.00 shows 4 #6 bar verticals. II FINDINGS REPORTED TO Dennis & Fred of BBL ASTM STANDARD REINFORCING BARS # 3 - SI9 # 6 - SI19 # 9 - 5128 # 14 - SI 43 #4 - SI 13 # 7 - SI22 # 10 - SI 32 ## 18 - SI57 # 5 - SI 15 # 8 - SI25 # 11 - SI36 Inspector: MM evergreen TESTING& ENVIRONMENTAL SERVICES, INC. Cl 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 Li PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: Lake George Outlets JOB NO. FDE-13-247 CLIENT: Northway Outlets, LLC REPORT NO. F-13-247-12-11-13 CONTRACTOR: BBL DATE: 12-11-13 ■ SPREAD FOUNDATION Eli GRADE BEAM ❑ FOUNDATION WALL ❑ STRUCTURAL SLAB LI CLASSIFICATION a OTHER REFERENCE DRAWINGS : S1.01, S3.00, S0.01 LOCATION : Spread footing 2 line at A,B,C and D. 9 line at F.8, H, J and K grade beam and piers AO line 1.25 to 3 line. ES PROPER BAR SIZE M PROPER GRADE STEEL ® PROPER BAR SPACING ® PROPER BAR CLEARANCE M PROPER SPLICES M CONFORMS TO DRAWING ❑ DOES NOT CONFORM Ci REMARKS El FINDINGS REPORTED TO Fred of BBL ASTM STANDARD REINFORCING BARS # 3 - SI9 # 6 - SI 19 49 - SI28 # 14 - SI43 # 4 - SI 13 # 7 - 5122 # 10 - SI 32 # 1S - SI 57 # 5 - SI15 # 8 - SI25 # ll - SI36 Inspector: vIM evergreen TESTING & ENVIRONMENTAL SERVICES, INC. U 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 71 PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: Lake George Outlets JOB NO. FOE-13-247 CLIENT: Northway Outlets, LLC REPORT NO. F-13-247-12-10-13 CONTRACTOR: BBL DATE: 12-10-13 • SPREAD FOUNDATION El GRADE BEAM ❑ FOUNDATION WALL 0 STRUCTURAL SLAB Li CLASSIFICATION BOTHER Piers REFERENCE DRAWINGS : S1.01, S3.00 and Dimension drawing A LOCATION : Grade beam piers 4 line E to F.5, pier footing 6 line at D5 and E6, 9 line at G, AO line at 2.5 grade beams and piers 3 line A to C.5 II PROPER BAR SIZE ■ PROPER GRADE STEEL ■ PROPER BAR SPACING ® PROPER BAR CLEARANCE ■ PROPER SPLICES II CONFORMS TO DRAWING ❑ DOES NOT CONFORM MI REMARKS With exception of pier verticals having 8 #6 bars not 4 as noted in S3.00 and #5 bar bent dowels from top of grade beam to slab on grade at 24" on center are being wet stuck. ® FINDINGS REPORTED TO Fred of BBL ASTM STANDARD REINFORCING BARS 4' 3 - SI9 # 6 - SI 19 # 9 - SI28 414 - SI 43 # 4 - SI 13 # 7 - SI22 # 10 - S132 # 18 - SI 57 # 5 - SI 15 # 8 - SI25 # 11 - 5136 Inspector: MNI evergreen TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: Lake George Outlets JOB NO. FDE-13-247 CLIENT: Northway Outlets, LLC REPORT NO. F-13-247-12-9-13 CONTRACTOR: BBL DATE: 12-9-13 II SPREAD FOUNDATION ❑ GRADE BEAM n FOUNDATION WALL ❑ STRUCTURAL SLAB Li CLASSIFICATION ❑ OTHER REFERENCE DRAWINGS : S1.01, S3.00 and Dimension drawing A LOCATION : Spread footing F,5 and E3,5-pier spread footings 3 line A to D ® PROPER BAR SIZE ® PROPER GRADE STEEL II PROPER BAR SPACING ® PROPER BAR CLEARANCE ® PROPER SPLICES II CONFORMS TO DRAWING See remarks conflict between structural drawing and steel shop drawing. LI DOES NOT CONFORM III REMARKS Drawing S3.00 detail #9 showed 4 #6 verticals for F-4 piers. Dimension drawing A showed 8#6 bar for pier verticals. Contractor installed 8 #8 bar verticals for F-4 piers. ® FINDINGS REPORTED TO Fred of BBL ASTM STANDARD REINFORCING BARS # 3 - SI9 1f6 - SI 19 # 9 - SI2g f 14 - SI43 # 4 - SI 13 # 7 - SI22 # 10 - SI32 # 18 - SI57 45 - SI15 # 8 - SI25 # 11 - 5136 Inspector: MM B BBL Construction Services, LLC TRANSMITTAL B No. 00032 302 Washington Avenue Ext. Phone: 518-452-8200 Project No: 131065 L Albany,NY 12203 BBL Job No: 131065 PROJECT: The Outlets at Lake George DATE: 1/7/2014 TO: Town of Queensbury Building Dept REF: Reinforcing Steel Inspection Reports 742 Bay Road Queensbury,NY 12804 ATTN: David Hatin Phone: 518-761-8253 Fax: 518-745-4437 WE ARE SENDING: SENT FOR: ACTION TAKEN: ❑ Submittals ❑ Approval 0 Approved as Submitted O Letter [1 ' Your Use 0 Approved as Noted ❑ Prints As Requested 0 Returned After Loan O Change Order 0 Review and Comment 0 Resubmit 0 Plans ❑ Submit ❑ Samples SENT VIA: ❑ Returned O Specifications 0 Attached 0 Returned for Corrections [21 Other: Test Reports 0 Separate Cover Via: ❑ Due Date: Item Copies Date Type Description Submittal Rev Status 001 1 12/9/2013 Reinforcing Steel Inspection Report 12-9-13 NEW 002 1 12/10/2013 Reinforcing Steel Inspection Report 12-10-13 NEW 003 1 12/11/2013 Reinforcing Steel Inspection Report 12-11-13 NEW 004 1 12/12/2013 Reinforcing Steel Inspection Report 12-12-13 NEW 005 1 12/18/2013 Reinforcing Steel Inspection Report 12-18-13 NEW 006 1 12/19/2013 Reinforcing Steel Inspection Report 12-19-13 Piers NEW 007 1 12/19/2013 Reinforcing Steel Inspection Report 12-19-13 Grade Beams NEW 008 1 12/26/2013 Reinforcing Steel Inspection Report 12-26-13 NEW 009 1 12/27/2013 Reinforcing Steel Inspection Report 12-27-13 NEW 010 1 12/31/2013 Reinforcing Steel Inspection Report 12-31-13 NEW Remarks: Attached for your use and records are the Reinforcing Steel Inspection Reports as prepared by Dente Engineering for footings,foundation walls and interior piers. Should you have any questions,please feel free to contact me. Thanks. < < < Distribution > > > BBL Carlton,LLC Dave Meszler,302 Washington Ave Ext,Albany,NY 12203 Phone:518-452-1922 FAX:518-640-6323 Design Collective,Inc. Scott McGovern,601 East Pratt Street,Suite 300,Baltimore,MD 21202 Phone:(410)685-6655 Town of Queensbury Building Dept John O'Brien,742 Bay Road,Queensbury,NY 12804 Phone:518-761-8253 FAX:518-745-4437 CC:Field Office,File Signed: Jeremy Whiteman Expedition a Page I of 1 evergreen TESTING& ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIEED OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-27-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-27-13 LOCATION: Pier footings 15/Q6, 151S, T, U, and V JOB NO: FDE-13-247 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Remarks Plant Total +Field 1 798795 4559 5.0 1305 1415 1425 3.0 33 4.9 61 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: CC NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: BBL representative 1 8488 8492 12-28-13 1-3-14 149.0 7 3850 3560 Transported By: CC 8489 8493 1-3-14 148.8 7 3640 3290 Remarks:4 field cures,4 lab 8490 8494 1-24-14 147.2 28 ca4Cyls placed in cooler.1% 8491 8495 1-24-14 148.5 28 non chloride. Weather:Cloudy Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING& ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-26-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-26-13 LOCATION:Wall 7 line M to P.6, 9 line K to P JOB NO: FDE-13-247 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Remarks Plant Total +Field 1 798781 4565 11.0 1330 1402 1433 4.5 24 4.8 58 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: EM NO. NO. RECEIVED TESTED ASOF RECEIVED (Days) STRENGTH(psi) Field Results Reported to: Fred Lab Field 1 8412 8416 12-27-13 1-2-14 146.2 7 2840 Transported By:CC 2620 8413 8417 1-2-14 145.2 7 8414 8418 1-23-14 146.0 28 Remarks:4 field cures,4 lab cures.. Cyls placed in cooler. 8417 8419 1-23-14 146.5 28 Weather:Snow Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: • evergreen . TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVA'T'ION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-26-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-26-13 LOCATION: Wall 7 line M to P.6, 9 line K to P JOB NO: FDE-13-247 • TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air V. Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Remarks Plant Total +Field - 1 798781 4565 11.0 1330 1402 1433 4.5 24 4.8 58 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: EM NOSET. NO. RECEIVED TESTED OF CYL.AS RECEIVED (Days) STRENGTH(psi) Field Results Reported to: Fred Lab Field 1 8412 8416 12-27-13 1-2-14 146.2 7 2840 2860 Transported By: CC 8413 8417 1-2-14 145.2 7 2620 2580 8414 8418 1-23-14 146.0 28 Remarks:4 field cures,4 lab cures.. Cyls placed in cooler. 8417 8419 1-23-14 146.5 28 Weather: Snow Average 28 DayStrength: Average 56 Day Strength: Specification at 28 Days: 3K g 9 evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-23-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-23-13 LOCATION: 8 line interior columns JOB NO: FDE-13-247 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 798768 6.0 1320 1405 1418 3.25 56 5.4 60 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: Fred 1 8378 8408 12-27-13 12-30-13 149.0 149.3 7 3860 3300 Transported By:CC 8379 8409 12-30-13 149.5 148.5 7 4150 3590 8380 8410 1-20-14 149.5 28 Remarks:4 field cures, 4 lab 8381 8411 1-20-14 149.0 28 cures, cyls placed in cooler. 1% non chlor added to the mix. Weather:Sunny Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266=0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-20-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-20-13 LOCATION: Grade beams and piers H+to L+/7 JOB NO: FDE-13-247 I TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No, No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field Set 9 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: Contractor NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH (psi) Lab Field AS RECEIVED Field Results Reported to: 1 8382 8286 12-27-13 12-27-13 152.8 154.9 7 4410 4380 Transported By:CC 8383 8387 12-27-13 152.6 153.1 7 4620 4180 8384 8388 1-17-14 152.3 28 Remarks: Inspection onsite for 8385 8389 1-17-14 153.1 28 8:30 concrete, left at 9:45. Weather: Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING& ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-19-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-19-13 LOCATION: Pier 9 line L, M, N, P, 7 line N, P.6, P, and 8 line P.6 JOB NO: FDE-13-247 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 798739 4588 7.5 1330 1425 1500 4.0 39 7.0 60 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE I COMPRESSIVE Tested By: EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: Fred - 1 8342 8346 12-20-13 12-26-13 146.2 146.2 7 3760 3390 Transported By: CC 8343 8347 12-26-13 146.5 146.2 7 3560 3250 8344 8348 1-16-13 146.2 28 Remarks:4 field cures,4 lab 8345 8349 1-16-13 146.7 28 cures, cyls placed in cooler. 1% non chlor added to the mix. Weather: Sunny Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone. 518-266-0310 Fax 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-18-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-18-13 LOCATION: Grade beam line 9/F.7 to L and 7/F to J pier 7 line/K, L and M JOB NO: FDE-13-247 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in.) Temp Air Temp. Set No. Plant Total Remarks +Field 1 798720 4563 10.0 1350 1419 1450 4.0 7.6 58 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: Fred and Scott 1 8294 8298 12-19-13 12-26-13 145.7 144.7 7 3120 3060 Transported By: EM 8295 8299 12-26-13 143.9 144.4 7 3070 3000 8296 8300 1-15-13 144.4 28 Remarks:4 field cures,4 lab 8297 8301 1-15-13 146.0 28 cures, cyls placed in cooler.2% non chlor added to the mix. Weather: Sunny Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-12-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-12-13 LOCATION: Spread footing 7 line at H & J, 8 line at F.7, G and H. Grade beams &piers 3 line C.5 to D5, 6 line JOB NO: FDE-13-247 D5 to E5,9 line E6 to G.75 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Remarks Plant Total +Field 1 798673 4854 10.0 1330 1410 1440 2.5 18 5.7 65 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: MM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: Fred of BBL 1 8223 8227 12-13-13 12-19/12-19 147.0 148.5 7/7 3480 3410 Transported By: EM 8224 8228 1-9/12-19 148.0 149.0 28/7 3350 8225 8229 1-9/1-9 148.8 28/28 Remarks:4 field cures,4 lab 8226 8230 1-9 147.7 H/28 cures,cyls placed in cooler. 2% non chlor added to the mix. Weather: Sunny, cold Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-12-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-12-13 LOCATION: Spread footing 7 line at H &J, 8 line at F.7, G and H. Grade beams & piers 3 line C.5 to D5, 6 line JOB NO: FDE-13-247 D5 to E5, 9 line E6 to G.75 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 798673 4854 10.0 1330 1410 1440 2.5 18 5.7 65 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: MM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: Fred of BBL 1 8223 8227 12-13-13 12-19/12-19 147.0 7/7 3480 Transported By: EM 8224 8228 1-9/12-19 148.0 28/7 8225 8229 1-9/1-9 148.8 28/28 Remarks:4 field cures, 4 lab 8226 8230 1-9 147.7 H/28 cures, cyls placed in cooler. 2% non chlor added to the mix. Weather: Sunny,cold Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-11-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-11-13 LOCATION: Spread footings 2 line at A, B, C and D. 9 line at F.8, H, J and K. Grade beams and piers AO line JOB NO: FDE-13-247 1.25 to 3 line TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 798640 4585 10.0 1241 1310 1335 4.0 28 7.1 69 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: MM N0. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: Fred of BBL 1 8209 8213 12-12-13 12-18/12-12 146.0 145.4 7/7 3260 2340 Transported By: MT 8210 8214 1-8/12-18 145.7 145.7 28/7 2250 8211 8215 1-8/1-8 146.2 28/28 Remarks: 2% non chloride acc. 8212 8216 1-8/1-8 145.2 H/28 added to the mix. Weather: Sunny, cold, light wind Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-11-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-11-13 LOCATION: Spread footings 2 line at A, B, C and D. 9 line at F.8, H, J and K. Grade beams and piers AO line JOB NO: FDE-13-247 1.25 to 3 line TIME WATER (GALLONS) Load Ticket Truck Cubic _ Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Remarks Plant Total +Field 1 798640 4585 10.0 1241 1310 1335 4.0 28 7.1 69 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: MM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: Fred of BBL 1 8209 8213 12-12-13 12-18/12-12 146.0 7/7 3260 Transported By: MT 8210 8214 1-8/12-18 145.7 28/7 : 2% non chloride acc. 8211 8215 1-8/1-8 146.2 28/28 Remarksto the mix. 8212 8216 1-8/1-8 145.2 H/28 added Weather: Sunny, cold,light wind Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-10-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-10-13 LOCATION: Grade beams and pier 4 line E to F.5 and 3 line A to C.5, pier footings 6 line at D5 and E6, 9 line JOB NO: FDE-13-247 at G, AO line at 2.5 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks Field _ 1 798623 4587 10.0 1315 1353 1420 2.5 29 5.7 70 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: MM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: Fred of BBL y 1 8195 8199 12-11-13 12-17/12-18 148.0 147.2 7/8 3630 2530 Transported By: MT 8196 8200 12-17/12-18 147.2 148.2 7/8 2630 Remarks: 4 field cures,4 lab 8197 8201 1-7-14 147.2 28 cures, cyls placed in cooler. 1% 8198 8202 1-7 14 147.2 28 147.5 non chlor added to the mix. Weather: Cloudy, cold Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-10-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-10-13 LOCATION: Grade beams and pier 4 line E to F.5 and 3 line A to C.5, pier footings 6 line at D5 and E6, 9 line JOB NO: FDE-13-247 at G,AO line at 2.5 - TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 798623 4587 10.0 1315 1353 1420 2.5 29 5.7 70 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: MM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: Fred of BBL 1 8195 8199 12-11-13 12-17/12-18 148.0 7/8 3630 Transported By: MT 8196 8200 12-17/12-18 147.2 718 Remarks: 4 field cures,4 lab 8197 8201 1-7-14 147.2 28 cures, cyls placed in cooler. 1% 8198 8202 1-7-14 147.5 28 non chlor added to the mix. Weather: Cloudy, cold Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING &ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-9-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-9-13 LOCATION: Spread footing at F,5& E3,5 pier footings 3 line A to D JOB NO: FDE-13-247 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Remarks Plant Total +Field 1 798605 4560 6.0 1414 1445 1515 2.25 31 5.7 70 35018 Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: MM NO. NO. RECEIVED TESTED OF . (Days) STRENGTH(psi) AS CE Lab Field Field Results Reported to: Scott of BBL 1 8140 8138 12-10-13 12-16-13 148.2 147.5 7 3980 2740 Transported By:MT 8141 8139 1-6-14 147.2 28 4890 Remarks:2 field cures, 4 lab 8142 1-6-14 146.5 28 4970 cures, cyls placed in cooler. 8143 146.5 H Weather: Cloudy,cold Specification at 28 Days: 3K Average 28 Day Strength: 4930 Average 56 Day Strength: evergreen TESTING &ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, I_LC REPORT NO: F-13-247-12-9-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-9-13 LOCATION: Spread footing at F,5 & E3,5 pier footings 3 line A to D JOB NO: FDE-13-247 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in.) Temp Air Temp. Set No. Plant Total Remarks +Field 1 798605 4560 6.0 1414 1445 1515 2.25 31 5.7 70 35018 Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: MM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH (psi) Lab Field AS RECEIVED Field Results Reported to: Scott of BBL 1 8140 8138 12-10-13 12-16-13 148.2 147.5 7 3980 2740 Transported By: MT 8141 8139 1-6-14 147.2 28 8142 1-6-14 148.0 28 Remarks:2 field cures,4 lab 8143 146.5 H cures, cyls placed in cooler. Weather:Cloudy, cold Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-6-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-6-13 LOCATION: Wall south end JOB NO: FDE-13-247 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. YardsAdded: Total Design (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Plant Total Remarks +Field 1 798578 4565 10.0 1217 1250 1315 4.5 4.0 6.2 68 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:MT NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: Fred 1 8116 8120 12-10-13 12-13-13 146.7 146.0 7 3680 3290 Transported By: MT 8117 5121 12-13-13 147.7 144.9 7 3590 3120 4 field 4 lab 8118 8122 1-3-14 147.0 28 4790 4190 Remarks:a, cy:s fld placed cures,in cooler.la 8119 8123 1-3-14 145.2 28 5020 4280 Weather: Cloudy Specification at 28 Days: 3K Average 28 Day Strength: 4910 14240 Average 56 Day Strength: evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-6-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-6-13 LOCATION: Wall south end JOB NO: FDE-13-247 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Batched Start Empty Agg. Added: Total Design Set No. Plant Total Remarks +Field 1 798578 4565 10.0 1217 1250 1315 4.5 4.0 6.2 68 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: MT NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: Fred 1 8116 8120 12-10-13 12-13-13 146.7 146.0 7 3680 3290 Transported By: MT 8117 5121 12-13-13 147.7 144.9 7 3590 3120 8118 8122 1-3-14 147.0 28 Remarks:4 field cures,4 lab 8119 8123 1-3-14 145.2 28 cures, cyls placed in cooler. Weather: Cloudy Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-5-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-5-13 LOCATION: Pier footings: E3, E5, E7, F, F.7, F.8, G on back wall JOB NO: FDE-13-247 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Remarks Plant Total +Field 1 798551 4598 5.0 1238 1302 1313 4.75 48 6 5 72 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: CC NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: BBL representative & Pallette driver. 1 8039 8043 12-6-13 12-12-13 144.9 146.0 7 3790 3200 Transported By: MT 8040 8044 12-12-13 144.2 144.9 7 3870 3220 8041 8045 1-2-14 145.2 28 5040 Remarks:4 field cures,4 lab 8042 8046 1-2-14 145.2 28 4950 cures,scheduled for 1:30 rebar/concrete, rep. on site at 1:00 PM, unable to inspect rebar. Cyls placed in cooler. Weather: Cloudy Specification at 28 Days: 3K Average 28 Day Strength: 5000 Average 56 Day Strength: evergreen TESTING& ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-5-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-5-13 LOCATION: Pier footings: E3, E5, E7, F, F.7, F.8, G on back wall JOB NO: FDE-13-247 1 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 798551 4598 5.0 1238 1302 1313 4.75 48 6.5 72 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:CC NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: BBL representative&Pallette driver. 1 8039 8043 12-6-13 12-12-13 144.9 146.0 7 3790 3200 Transported By:MT 8040 8044 12-12-13 144.2 144.9 7 3870 3220 arks:4 field cures, 4 lab 8041 8045 1-2-14 145.2 28 5040 4230 cures,Rememscheduled for 1, 4 8042 8046 1-2-14 145.2 28 4950 4370 rebarlconcrete, rep.on site at 1:00 PM,unable to inspect rebar. Cyls placed in cooler. Weather:Cloudy Specification at 28 Days: 3K Average 28 Day Strength: 5000/4300 Average 56 Day Strength: eve rg re e n TESTING &ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-5-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-5-13 LOCATION: Pier footings: E3, E5, E7, F, F.7, F.8, G on back wall JOB NO: FDE-13-247 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Em ADesign (in.) Temp Air Temp. gg. Added: Total Set No. pty Plant Total Remarks +Fiold 1 798551 4598 5.0 1238 1302 1313 4 75 48 6.5 72 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: CC NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: BBL representative& Paulette driver. 1 8039 8043 12-6-13 12-12-13 144.9 146.0 7 3790 3200 Transported By: MT 8040 8044 12-12-13 144.2 144.9 7 3870 3220 8041 8045 1-2-14 145.2 28 Remarks:4 field cures,4 lab 8042 8046 1-2-14 145.2 28 cures,scheduled for 1:30 rebar/concrete, rep. on site at 1:00 PM, unable to inspect mbar. Cyls placed in cooler. Weather: Cloudy Specification at 28 Days: 3K Average 28 Day Strength: 3210 Average 56 Day Strength: evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-3-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-3-13 LOCATION: Footing: AO-E/1 line JOB NO: FDE-13-247 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 798497 4588 6.5 1257 1330 1410 4.5 37 5.5 66 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: Fred 1 7997 8001 12-04-13 12-10-13 145.4 144.2 7 3730 2200 Transported By: MT 7998 8002 12-10-13 145.7 144.2 7 3830 2220 7999 8003 12-31-13 147.5 28 4420 3990 Remarks:4 field cures,4 lab cures 8000 8004 12-31-13 148.2 28 4230 3860 Weather: Sunny Specification at 28 Days: 3K Average 28 Day Strength: 4330/3930 Average 56 Day Strength: evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Lake George Outlets CLIENT: Northway Outlets, LLC REPORT NO: F-13-247-12-3-13 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 12-3-13 LOCATION: Footing: AO-E/1 line JOB NO: FDE-13-247 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air °a Conc. Mix No. No. No. No. Yards (in.) Temp Air Tem Batched Start Empty Agg. Added: Total Design p Set No. Plant Total Remarks +Field 1 798497 4583 6.5 1257 1330 1410 4.6 37 5.5 66 35018 Set 1 of 8 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) Lab Field AS RECEIVED Field Results Reported to: Fred 1 7997 8001 12-04-13 12-10-13 145.4 144.2 7 3730 2200 Transported By: MT 7998 8002 12-10-13 145.7 144.2 7 3830 2220 7999 8003 12-31-13 147.5 28 Remarks:4 field cures, 4 lab cures 8000 8004 12-31-13 148.2 28 Weather: Sunny Specification at 28 Days: 3K Average 28 Day Strength: Average 56 Day Strength: B BBL Construction Services, LLC TRANSMITTAL B No. 00031 L 302 Washington Avenue Ext. Phone: 518-452-8200 Project No: 131065 Albany,NY 12203 BBL Job No: 131065 PROJECT: The Outlets at Lake George DATE: 1/7/2014 TO: Town of Queensbury Building Dept REF: Concrete Test Reports 742 Bay Road Queensbury,NY 12804 ATTN: David Hatin Phone: 518-761-8253 Fax: 518-745-4437 < < < Distribution > > > BBL Carlton,LLC Dave Meszler,302 Washington Ave Ext,Albany,NY 12203 Phone:518-452-1922 FAX:518-640-6323 Design Collective,Inc. Scott McGovern,601 East Pratt Street,Suite 300,Baltimore,MD 21202 Phone:(410)685-6655 Town of Queensbury Building Dept John O'Brien,742 Bay Road,Queensbury,NY 12804 Phone:518-761-8253 FAX:518-745-4437 CC:Field Office,File Signed: Jeremy Whiteman Expedition® Page 2 or 2 B BBL Construction Services, LLC TRANSMITTAL B No. 00031 Lt. 302 Washington Avenue Ext. Phone: 5 l 8-452-8200 Project No: 131065 Albany,NY 12203 BBL Job No: 131065 PROJECT: The Outlets at Lake George DATE: 1/7/2014 TO: Town of Queensbury Building Dept REF: Concrete Test Reports 742 Bay Road Queensbury,NY 12804 ATTN: David Hatin Phone'518-761-8253 Fax: 518-745-4437 WE ARE SENDING: SENT FOR: ACTION TAKEN: ❑ Submittals ❑ Approval ❑ Approved as Submitted ❑ Letter 1i7f Your Use ❑ Approved as Noted 0 Prints tJ As Requested 0 Returned After Loan ❑ Change Order 0 Review and Comment 0 Resubmit ,❑ Plans ❑ Submit ❑ Samples SENT VIA: ❑ Returned ❑ Specifications 0 Attached 0 Returned for Corrections pit Other: Test Reports 0 Separate Cover Via: ❑ Due Date: Item Copies Date Type Description Submittal Rev Status 001 1 12/3/2013 Concrete Field Observation Report 12-3-13 -7 Day Break NEW 002 1 12/3/2013 Concrete Field Observation Report 12-3-13-28 Day Break NEW 003 I 12/5/2013 Concrete Field Observation Report 12-5-13-7 Day Break NEW 004 1 12/5/2013 Concrete Field Observation Report 12-5-13-28 Day Break NEW 005 1 12/6/2013 Concrete Field Observation Report 12-6-13-7 Day Break NEW 006 1 12/6/2013 Concrete Field Observation Report 12-6-13-28 Day Break NEW 007 1 12/9/2013 Concrete Field Observation Report 12-9-13 -7 Day Break NEW 008 1 12/9/2013 Concrete Field Observation Report 12-9-13-28 Day Break NEW 009 1 12/10/2013 Concrete Field Observation Report 12-10-13-7 Day Break NEW 010 1 12/11/2013 Concrete Field Observation Report 12-11-13-7 Day Break NEW 011 1 12/12/2013 Concrete Field Observation Report 12-12-13-7 Day Break NEW 012 1 12/18/2013 Concrete Field Observation Report 12-18-13-7 Day Break NEW 013 1 12/19/2013 Concrete Field Observation Report 12-19-13-7 Day Break NEW 014 1 12/20/2013 Concrete Field Observation Report 12-20-13-7 Day Break NEW 015 1 12/23/2013 Concrete Field Observation Report 12-23-13-7 Day Break NEW 016 1 12/26/2013 Concrete Field Observation Report 12-26-13-7 Day Break NEW 017 1 12/27/2013 Concrete Field Observation Report 12-27-13-7 Day Break NEW Remarks: Attached for your use and records are the Concrete Field Observation Reports as conducted by Dente Engineering footings,foundation walls and interior piers. Shouldyou have any questions,please feel free to contact me. Thanks. Expedition® Page I of2 BBL Construction Services, LLC TRANSMITTAL No. 00033 302 Washington Avenue Ext. Phone: 518-452-8200 Project No: 131065 Albany,NY 12203 BBL Job No: 131065 PROJECT: The Outlets at Lake George DATE: 1/7/2014 TO: Town of Queensbury Building Dept REF: Foundation Bearing Grade Reports 742 Bay Road Queensbury,NY 12804 ATTN: David Hatin Phone: 518-761-8253 Fax: 518-745-4437 WE ARE SENDING: _SENT FOR: ACTION TAKEN: ❑ Submittals ❑ Approval ❑ Approved as Submitted D Letter rC ' Your Use ED Approved as Noted ❑ Prints L*I As Requested ❑ Returned After Loan O Change Order 0 Review and Comment 0 Resubmit ❑ Plans ❑ Submit O Samples SENT VIA: ❑ Returned O Specifications 0 Attached 0 Returned for Corrections Er Other: Test Reports ❑Separate Cover Via: 0 Due Date: Item Copies Date Type Description Submittal Rev Status 001 1 12/2/2013 Foundation Bearing Grade Report 12-2-13 NEW 002 1 12/5/2013 Foundation Bearing Grade Report 12-5-13 NEW 003 1 12/9/2013 Foundation Bearing Grade Report 12-9-13 NEW 004 I 12/10/2013 Foundation Bearing Grade Report 12-10-13 NEW 005 I 12/11/2013 Foundation Bearing Grade Report 12-11-13 NEW 006 I 12/19/2013 Foundation Bearing Grade Report 12-19-13 NEW 007 1 12/27/2013 Foundation Bearing Grade Report 12-27-13 NEW Remarks: Attached for your use and records are the Foundation Bearing Grade Reports as prepared by Dente Engineering. Should you have any questions,please feel free to contact me. Thanks. < < < Distribution > > > Design Collective,Inc. Scott McGovern,601 East Pratt Street,Suite 300,Baltimore,MD 21202 Phone:(410)685-6655 Galusha and Sons,LLC Jamie Campagone,PO Box 4787,Queensbury,NY 12804 Phone:518-761-0400 FAX:518-761-0707 Nace Engineering Thomas Nace, 169 Haviland Rd,Queensbury,NY 12804 Phone:(518)745-4400 Town of Queensbury Building Dept John O'Brien,742 Bay Road,Queensbury,NY 12804 Phone:518-761-8253 FAX:518-745-4437 CC:Field Office,File Signed: Jeremy Whiteman Expedition® Page I of I DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FDE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-2-13 WEATHER: Cloudy TEMPERATURE: 40° DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade ■ Foundation Bearing Grade ❑ Floor Slab Subgrade ❑ Continuous Wall Foundation ❑ Structural Fill Subgrade ❑ Isolated Column Foundation IN Design Pressure (psf) ❑ 2000 ❑ 2500 ❑ 3000 ❑ 3500 ■ 4000 ❑ Not provided • Location: 1 line from AO to E line METHOD OF EXCAVATION • Trackhoe with Flat Bladed Bucket ❑ Bull Dozer E l Trackhoe with Toothed Bucket ❑ By Hand ❑ Backhoe Bucket with Plate ■ Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a small plate tamper. Excavations were observed to extend through surficial fills and into the indigenous site soils as evidenced by the excavation side walls. The excavated grades were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. RECOMMENDATIONS: The bearing grades were judged suitable for support of the foundations at the design pressure. The contractor should protect the excavated grades from frost penetration through applicable measures(contractor observed placing insulated blankets in excavation on this date). A larger,directional plate compactor was recommended for use to smooth and tamp the excavated grades prior to placing form work. Observations and recommendations were reported to Jeremy Whiteman of BBL and Jamie Campagnone of Galusha prior to departing the project site. BY: J. Robichaud, P.E. TITLE: Senior Geotechnical Engineer DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FOE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-5-13 I WEATHER: Cloudy TEMPERATURE: 30° DESCRIPTION OF SUBGRADE O Pavement Subgrade ■ Foundation Bearing Grade ❑ Floor Slab Subgrade ❑ Continuous Wall Foundation ❑ Structural Fill Subgrade ❑ Isolated Column Foundation ■ Design Pressure (psf) ❑ 2000 0 2500 ❑ 3000 ❑ 3500 ■ 4000 ❑ Not provided • Location: Line 1 at E to Line 7 at F, Line 7 from F to G METHOD OF EXCAVATION • Trackhoe with Flat Bladed Bucket ❑ Bull Dozer ❑ Trackhoe with Toothed Bucket ❑ By Hand ❑ Backhoe Bucket with Plate ■ Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a small plate tamper. Excavations were observed to extend through surficial fills and into the indigenous site soils as evidenced by the excavation side walls. The excavated grades were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. RECOMMENDATIONS: The bearing grades were judged suitable for support of the foundations at the design pressure. The contractor should protect the excavated grades from frost penetration through applicable measures(contractor observed placing insulated blankets in excavation on this date). A larger, directional plate compactor was recommended for use to smooth and tamp the excavated grades prior to placing form work. Observations and recommendations were reported to Jeremy Whiteman of BBL. BY: J. Zajac, E.I.T. TITLE: Staff Geotechnical Engineer DENTE ENGINEERING, P.C. C 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 C PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FDE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-9-13 WEATHER: Cloudy TEMPERATURE: 300 DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade ■ Foundation Bearing Grade ❑ Floor Slab Subgrade ■ Continuous Wall Foundation ❑ Structural Fill Subgrade ■ Isolated Column Foundation • Design Pressure (psf) ❑ 2000 ❑ 2500 ❑ 3000 ❑ 3500 ■ 4000 ❑ Not provided • Location: Line 3 from A to D5. Pier foundations at F-8 and E-2 METHOD OF EXCAVATION • Trackhoe with Flat Bladed Bucket ❑ Bull Dozer ❑ Trackhoe with Toothed Bucket ❑ By Hand ❑ Backhoe Bucket with Plate ■ Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a small plate tamper. Excavations were observed to extend through surficial fills and into the indigenous site soils as evidenced by the excavation side walls. The excavated grades were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. Small roots noted protruding from subgrade. RECOMMENDATIONS: The bearing grades were judged suitable for support of the foundations at the design pressure. Contractor recommended to cut roots if they interfere with foundation rebar. The contractor should protect the excavated grades from frost penetration through applicable measures(contractor observed placing insulated blankets in excavation on this date). A larger, directional plate compactor was recommended for use to smooth and tamp the excavated grades prior to placing form work. Observations and recommendations were reported to Jeremy Whiteman and Scott Patterson of BBL. BY: J. Zajac, E.I.T. TITLE: Staff Geotechnical Engineer DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FDE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-10-13 WEATHER: Cloudy TEMPERATURE: 30 DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade ■ Foundation Bearing Grade ❑ Floor Slab Subgrade ■ Continuous Wall Foundation El Structural Fill Subgrade • Isolated Column Foundation ■ Design Pressure (psf) ❑ 2000 ❑ 2500 ❑ 3000 0 3500 I 4000 0 Not provided • Location: 3 line from A to D5, 6 line from D5 to E6, 9 line from E6 to F.8, Line AO from 1.5 to 3. Pier foundations on Line 2 at A, B, C and D METHOD OF EXCAVATION ■ Trackhoe with Flat Bladed Bucket ❑ Bull Dozer ❑ Trackhoe with Toothed Bucket El By Hand ❑ Backhoe Bucket with Plate ■ Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a small plate tamper. Excavations were observed to extend through surficial fills and into the indigenous site soils as evidenced by the excavation side walls. The excavated grades were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. RECOMMENDATIONS: The bearing grades were judged suitable for support of the foundations at the design pressure. The contractor should protect the excavated grades from frost penetration through applicable measures(contractor observed placing insulated blankets in excavation on this date). A larger, directional plate compactor was recommended for use to smooth and tamp the excavated grades prior to placing form work. Observations and recommendations were reported to Scott Patterson of BBL. BY: J. Zajac, E.I.T. TITLE: Staff Geotechnical Engineer DENTE ENGINEERING, P.C. Ei 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FDE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-11-13 WEATHER: Cloudy TEMPERATURE: 20 DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade ■ Foundation Bearing Grade ❑ Floor Slab Subgrade ■ Continuous Wall Foundation ❑ Structural Fill Subgrade ■ Isolated Column Foundation • Design Pressure (psf) ❑ 2000 ❑ 2500 ❑ 3000 ❑ 3500 ■ 4000 ❑ Not provided ■ Location: 9 Line from G to L, 7 Line from G to J METHOD OF EXCAVATION ■ Trackhoe with Flat Bladed Bucket ❑ Bull Dozer ❑ Trackhoe with Toothed Bucket ❑ By Hand ❑ Backhoe Bucket with Plate ■ Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a small plate tamper. Excavations were observed to extend through surficial fills and into the indigenous site soils as evidenced by the excavation side walls. The excavated grades were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. RECOMMENDATIONS: The bearing grades were judged suitable for support of the foundations at the design pressure. The contractor should protect the excavated grades from frost penetration through applicable measures(contractor observed placing insulated blankets in excavation on this date). A larger,directional plate compactor was recommended for use to smooth and tamp the excavated grades prior to placing form work. Observations and recommendations were reported to Scott Patterson of BBL. BY: J. Zajac, E.I.T. TITLE: Staff Geotechnical Engineer DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 O PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FDE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-19-13 WEATHER: Sunny TEMPERATURE: 30 DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade • Foundation Bearing Grade ❑ Floor Slab Subgrade • Continuous Wall Foundation ❑ Structural Fill Subgrade • Isolated Column Foundation I Design Pressure (psf) 1112000 ❑ 2500 ❑ 3000 ❑ 3500 I 4000 ❑ Not provided • Location: 9 Line from M to P.6, 7 Line from P to Q, and Pier footing on 8 Line at Q METHOD OF EXCAVATION • Trackhoe with Flat Bladed Bucket El Bull Dozer ❑ Trackhoe with Toothed Bucket ❑ By Hand ❑ Backhoe Bucket with Plate ■ Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a large plate tamper. Excavations were observed to extend through surficial fills and into the indigenous site soils as evidenced by the excavation side walls. The excavated grades were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. Water observed on top of subgrade for one pier footing, possibly from melted snow. RECOMMENDATIONS: The bearing grades were judged suitable for support of the foundations at the design pressure.Water should be removed from subgrade prior to the concrete placement.The contractor should also protect the excavated grades from frost penetration through applicable measures(contractor observed placing insulated blankets in excavation on this date). Observations and recommendations were reported to Scott Patterson of BBL. BY: J. Zajac, E.I.T. TITLE: Staff Geotechnical Engineer DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FDE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-27-13 WEATHER: Clear TEMPERATURE: 30 DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade ■ Foundation Bearing Grade ❑ Floor Slab Subgrade • Continuous Wall Foundation ❑ Structural Fill Subgrade ❑ Isolated Column Foundation ■ Design Pressure (psf) ❑ 2000 I=12500 ❑ 3000 ❑ 3500 ■ 4000 ❑ Not provided • Location: 15 Line from Q6 to V, and 10 Line from Q to R METHOD OF EXCAVATION • Trackhoe with Flat Bladed Bucket ❑ Bull Dozer ❑ Trackhoe with Toothed Bucket ❑ By Hand ❑ Backhoe Bucket with Plate ■ Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a large plate tamper. Excavations for the column foundation footing on 15 Line at U were observed to contain fill material. This material was judged unsuitable and a 6" undercut was completed until the subgrade reached the underlying native soils. These fills were again found as the contractor excavated to wall foundation subgrade in between U and V on 15 Line. This area was undercut approximately 1' until the underlying native soils were reached. Excavated grades through the limits referenced above were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. RECOMMENDATIONS: After undercuts were completed, bearing grades were judged suitable for support of the foundations at the design pressure. The contractor should also protect the excavated grades from frost penetration through applicable measures (contractor observed placing insulated blankets in excavation on this date). Observations and recommendations were reported to Scott Patterson of BBL. BY: J. Zajac, E.I.T. TITLE: Staff Geotechnical Engineer g BBL Construction Services, LLC TRANSMITTAL B No. 00034 L 302 Washington Avenue Ext. Phone: 518-452-8200 Project No: 131065 Albany,NY 12203 BBL Job No: 131065 PROJECT: The Outlets at Lake George DATE: 1/7/2014 TO: Town of Queensbury Building Dept REF: Field In Place Density Reports 742 Bay Road Queensbury,NY 12804 ATTN: David Hatin Phone: 518-761-8253 Fax: 518-745-4437 WE ARE SENDING: SENT FOR: ACTION TAKEN: ❑ Submittals ❑ Approval ❑ Approved as Submitted ❑ Letter [7' Your Use ❑ Approved as Noted ❑ Prints [1 As Requested 0 Returned After Loan ❑ Change Order 0 Review and Comment 0 Resubmit ❑ Plans ❑ Submit ❑ Samples SENT VIA: ❑ Returned ❑ Specifications \trached 0 Returned for Corrections [I Other: Test Reports ❑ Separate Cover Via: ❑ Due Date: Item Copies Date Type Description Submittal Rev Status 00 I 1 12/9/2013 Field In Place Density Report 12-9-13 NEW 002 I 12/10/2013 Field In Place Density Report 12-10-13 NEW 003 I 12/11/2013 Field In Place Density Report 12-11-13 NEW 004 I 12/12/2013 Field In Place Density Report 12-12-13 NEW Remarks: Attached for your use and records are the Field In Place Density Reports as prepared by Dente Engineering. Should you have any questions,please feel free to contact me. Thanks. < < < Distribution > > > Design Collective,Inc. Scott McGovern,601 East Pratt Street,Suite 300,Baltimore,MD 21202 Phone:(410)685-6655 Galusha and Sons,LLC Jamie Campagone,PO Box 4787,Queensbury,NY 12804 Phone:518-761-0400 FAX:518-761-0707 Nace Engineering Thomas Nace,169 Haviland Rd,Queensbury,NY 12804 Phone:(5I8)745-4400 Town of Queensbury Building Dept John O'Brien,742 Bay Road,Queensbury,NY 12804 Phone:518-761-8253 FAX:518-745-4437 CC:Field Office,File Signed: Jeremy Whiteman Expedition® Page 1 ori evergreen TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Lake George Outlets REPORT NO: F-13-247-12-09-13 CLIENT: Northway Outlets, LLC DATE: 12-09-13 CONTRACTOR: Galusha JOB NO: FDE-13-247 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 1 10 -3'TOW 125.2 9.6 95.2 95 808 Interior 1 line between AO &A 2 10 -3'TOW 126.1 8.0 95.9 95 808 Exterior 1 line between AO &A 3 10 -3'TOW 125.6 9.2 95.5 95 808 Exterior 1 line between A& B 4 10 -3'TOW 125.2 10.2 95.2 95 808 Interior 1 line between A& B 5 12 -18"TOW 126.2 7.9 96.0 95 808 Interior 1 line between AO &A 6 12 -18"TOW 124.3 10.3 95.0 95 808 Interior 1 line between A& B 7 12 -2'TOW 130.2 7.2 99.0 95 808 Exterior 1 line between A& B 8 10 -3'TOW 124.6 9.7 95.0 95 808 1 line between B &C 9 12 581' 1'lift 126.4 7.2 96.1 95 808 NW corner of basement backfill Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 808 131.5 6.9 C-F SAND, Some Silt, Little Gravel Remarks: SB=Subbase SSG=Slab Subgrade SG=Suhgrade TO F=Top of Footing Technician: MM C=Grade TOW=Top of Wall B G=Bearing Gradc FF=Finished Floor Troxler S_N_:24855 FB=Footing Bottom . , evergreen TESTING & ENVIRONMENTAL SERVICES, INC. E 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone:716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Lake George Outlets REPORT NO: F-13-247-12-10-13 CLIENT: Northway Outlets, LLC DATE: 12-10-13 CONTRACTOR: Galusha JOB NO:FDE-13-247 Test Depth Test In-Place InPlace °A° % Proctor Location and Remarks No. of Depth! Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) Basement Backfill at Parking (inches) Lot 1 12 519 128.5 7.7 97.7 95 808 East side midpoint 2 12 519 129.4 10.2 98.4 95 808 South side east end 3 12 519 131.3 7.4 99.8 95 808 South side west end 4 12 520 126.5 5.5 96.2 95 808 West side midpoint 5 12 520 125.1 5.9 95.2 95 808 West side north end 6 12 520 131.8 8.2 100+ 95 808 Northeast corner 7 12 520 127.4 8.3 96.9 95 808 Center/middle of fill area 8 12 520 131.1 6.7 99.7 95 808 North side midpoint 9 12 520 129.2 8.4 98.2 95 808 South side midpoint 10 12 520 130.2 8.0 99.0 95 808 Southeast corner Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 808 131.5 6.9 C-F SAND, Some Silt, Little Gravel Remarks: SB=Subbase SSG=Slab Subgrade SG=Subgrade TO F=Top of Footing Technician:MM G=Grade TOW=Top of Wall B G=Bearing Grade FF=Finished Floor FB=Footing Bottom Troxler S.N.:24855 ,. evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 0 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 El P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Lake George Outlets REPORT NO: F-13-247-12-11-13 CLIENT: Northway Outlets, LLC DATE: 12-11-13 CONTRACTOR: Galusha JOB NO:FDE-13-247 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth! Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) Parking Lot at Basement Fill Area 1 12 521.10' 128.8 7.6 98.0 95 808 East side midpoint 2 12 521.10' 126.9 8.4 96.5 95 808 Middle, center -3 12 521.10' 128.0 6.1 97.3 95 808 West side midpoint 4 12 521.10' 127.1 6.3 96.7 95 808 North side midpoint 5 12 521.10' 127.3 7.1 96.8 95 808 South side midpoint Foundation Wall 6 10 -3'TOW 125.7 7.0 95.6 95 808 Interior 1 line between D & E 7 8 -3'TOW 125.5 7.4 95.5 95 808 Interior 4 line between E & E3 8 10 -3'TOW 129.5 5.5 98.5 95 808 Interior 4 line between E3 & E5 9 10 -3'TOW 130.4 6.5 99.2 95 808 Interior 4 line between E5& E7 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 808 131.5 6.9 C-F SAND, Some Silt, Little Gravel Remarks: SB=Subbase SSG=Slab Subgrade SG=Subgrade TO F=Top of Footing Technician:MM G=Grade Tow=Top of Wall B C=Rearing Grade FF=Finished Flour Troxler S.N.:24855 FR=Footing Bottom evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 0 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Lake George Outlets REPORT NO: F-13-2.47-12-12-13 CLIENT: Northway Outlets, LLC DATE: 12-12-13 CONTRACTOR: Galusha JOB NO: FDE-13-247 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth! Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (Inches) 1 8 -2'TOW 125.8 9.3 95.6 95 808 Exterior 3 line between B&C 2 12 -1.5'TOW 125.2 8.2 95.2 95 808 Interior 3 line between D & C 3 12 -1.5'TOW 125.7 9.0 95.6 95 808 Interior 3 line between B& C 4 12 TOW 126.9 7.2 96.5 95 808 Interior 3 line between B&C 5 12 TOW 127.9 8.1 97.3 95 808 Interior 3 line between A& B 6 12 TOW 129.3 7.0 98.3 95 808 Exterior 3 line between A& B 7 12 TOW 125.7 6.2 95.6 95 808 Exterior 3 line between A& B Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 808 131.5 6.9 C-F SAND, Some Silt, Little Gravel Remarks: SB=Subbase SSG=Slab Subgrade SG=Subgrade TO F=Top of Footing Technician:MM G=Grade TOW=Top of Wall B G=Bearing Grade FF=Finished Floor Troxler S.N.:24855 FB---Footing Bottom DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FDE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-27-13 WEATHER: Clear TEMPERATURE: 30 DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade • Foundation Bearing Grade ❑ Floor Slab Subgrade ■ Continuous Wall Foundation ❑ Structural Fill Subgrade ❑ Isolated Column Foundation • Design Pressure (psf) ❑ 2000 ❑ 2500 ❑ 3000 ❑ 3500 • 4000 ❑ Not provided ■ Location: 15 Line from Q6 to V, and 10 Line from Q to R METHOD OF EXCAVATION • Trackhoe with Flat Bladed Bucket ❑ Bull Dozer ❑ Trackhoe with Toothed Bucket ❑ By Hand ❑ Backhoe Bucket with Plate IN Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a large plate tamper. Excavations for the column foundation footing on 15 Line at U were observed to contain fill material. This material was judged unsuitable and a 6" undercut was completed until the subgrade reached the underlying native soils. These fills were again found as the contractor excavated to wall foundation subgrade in between U and Von 15 Line. This area was undercut approximately 1' until the underlying native soils were reached. Excavated grades through the limits referenced above were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. RECOMMENDATIONS: After undercuts were completed, bearing grades were judged suitable for support of the foundations at the design pressure. The contractor should also protect the excavated grades from frost penetration through applicable measures(contractor observed placing insulated blankets in excavation on this date). Observations and recommendations were reported to Scott Patterson of BBL. BY: J. Zajac, E.I.T. TITLE: Staff Geotechnical Engineer DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FDE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-19-13 WEATHER: Sunny TEMPERATURE: 30 DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade • Foundation Bearing Grade ❑ Floor Slab Subgrade ■ Continuous Wall Foundation ❑ Structural Fill Subgrade ■ Isolated Column Foundation ■ Design Pressure (psf) ❑ 2000 El 2500 1113000 ❑ 3500 ■ 4000 ❑ Not provided ■ Location: 9 Line from M to P.6, 7 Line from P to Q, and Pier footing on 8 Line at Q METHOD OF EXCAVATION • Trackhoe with Flat Bladed Bucket ❑ Bull Dozer ❑ Trackhoe with Toothed Bucket ❑ By Hand ❑ Backhoe Bucket with Plate IN Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a large plate tamper. Excavations were observed to extend through surficial fills and into the indigenous site soils as evidenced by the excavation side walls. The excavated grades were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. Water observed on top of subgrade for one pier footing, possibly from melted snow. RECOMMENDATIONS: The bearing grades were judged suitable for support of the foundations at the design pressure.Water should be removed from subgrade prior to the concrete placement.The contractor should also protect the excavated grades from frost penetration through applicable measures(contractor observed placing insulated blankets in excavation on this date). Observations and recommendations were reported to Scott Patterson of BBL. BY: J. Zajac, E.I.T. TITLE: Staff Geotechnical Engineer DENTE ENGINEERING, P.C. El 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FDE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-11-13 WEATHER: Cloudy TEMPERATURE: 20 DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade • Foundation Bearing Grade ❑ Floor Slab Subgrade ■ Continuous Wall Foundation ❑ Structural Fill Subgrade ■ Isolated Column Foundation ■ Design Pressure (psf) ❑ 2000 ❑ 2500 ❑ 3000 ❑ 3500 IN 4000 ❑ Not provided • Location: 9 Line from G to L, 7 Line from G to J METHOD OF EXCAVATION • Trackhoe with Flat Bladed Bucket ❑ Bull Dozer ❑ Trackhoe with Toothed Bucket ❑ By Hand ❑ Backhoe Bucket with Plate IN Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a small plate tamper. Excavations were observed to extend through surficial fills and into the indigenous site soils as evidenced by the excavation side walls. The excavated grades were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. RECOMMENDATIONS: The bearing grades were judged suitable for support of the foundations at the design pressure. The contractor should protect the excavated grades from frost penetration through applicable measures(contractor observed placing insulated blankets in excavation on this date). A larger,directional plate compactor was recommended for use to smooth and tamp the excavated grades prior to placing form work. Observations and recommendations were reported to Scott Patterson of BBL. BY: J. Zajac, E.I.T. TITLE: Staff Geotechnical Engineer DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FDE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-10-13 WEATHER: Cloudy TEMPERATURE: 30 DESCRIPTION OF SUBGRADE El Pavement Subgrade • Foundation Bearing Grade ❑ Floor Slab Subgrade • Continuous Wall Foundation ❑ Structural Fill Subgrade ■ Isolated Column Foundation ■ Design Pressure (psf) ❑ 2000 ❑ 2500 ❑ 3000 ❑ 3500 IN 4000 ❑ Not provided ■ Location: 3 line from A to D5, 6 line from D5 to E6, 9 line from E6 to F.8, Line AO from 1.5 to 3. Pier foundations on Line 2 at A, B, C and D METHOD OF EXCAVATION ■ Trackhoe with Flat Bladed Bucket ❑ Bull Dozer ❑ Trackhoe with Toothed Bucket El By Hand ❑ Backhoe Bucket with Plate ■ Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a small plate tamper. Excavations were observed to extend through surficial fills and into the indigenous site soils as evidenced by the excavation side walls. The excavated grades were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. RECOMMENDATIONS: The bearing grades were judged suitable for support of the foundations at the design pressure. The contractor should protect the excavated grades from frost penetration through applicable measures(contractor observed placing insulated blankets in excavation on this date). A larger,directional plate compactor was recommended for use to smooth and tamp the excavated grades prior to placing form work. Observations and recommendations were reported to Scott Patterson of BBL. BY: J. Zajac, E.I.T. TITLE: Staff Geotechnical Engineer DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FDE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-9-13 WEATHER: Cloudy TEMPERATURE: 30" DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade IN Foundation Bearing Grade ❑ Floor Slab Subgrade • Continuous Wall Foundation ❑ Structural Fill Subgrade IN Isolated Column Foundation • Design Pressure (psf) ❑ 2000 ❑ 2500 ❑ 3000 ❑ 3500 ■ 4000 ❑ Not provided • Location: Line 3 from A to D5. Pier foundations at F-8 and E-2 METHOD OF EXCAVATION • Trackhoe with Flat Bladed Bucket ❑ Bull Dozer ❑ Trackhoe with Toothed Bucket ❑ By Hand ❑ Backhoe Bucket with Plate ■ Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a small plate tamper. Excavations were observed to extend through surficial fills and into the indigenous site soils as evidenced by the excavation side walls. The excavated grades were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. Small roots noted protruding from subgrade. RECOMMENDATIONS: The bearing grades were judged suitable for support of the foundations at the design pressure. Contractor recommended to cut roots if they interfere with foundation rebar. The contractor should protect the excavated grades from frost penetration through applicable measures(contractor observed placing insulated blankets in excavation on this date). A larger, directional plate compactor was recommended for use to smooth and tamp the excavated grades prior to placing form work. Observations and recommendations were reported to Jeremy Whiteman and Scott Patterson of BBL. BY: J. Zajac, E.I.T. TITLE: Staff Geotechnical Engineer DENTE ENGINEERING, P.C. 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FDE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-5-13 WEATHER: Cloudy TEMPERATURE: 30" DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade ■ Foundation Bearing Grade ❑ Floor Slab Subgrade ❑ Continuous Wall Foundation ❑ Structural Fill Subgrade ❑ Isolated Column Foundation • Design Pressure (psf) ❑ 2000 ❑ 2500 ❑ 3000 ❑ 3500 • 4000 ❑ Not provided • Location: Line 1 at E to Line 7 at F, Line 7 from F to G METHOD OF EXCAVATION • Trackhoe with Flat Bladed Bucket ❑ Bull Dozer ❑ Trackhoe with Toothed Bucket ❑ By Hand ❑ Backhoe Bucket with Plate ■ Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a small plate tamper. Excavations were observed to extend through surficial fills and into the indigenous site soils as evidenced by the excavation side walls. The excavated grades were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. RECOMMENDATIONS: The bearing grades were judged suitable for support of the foundations at the design pressure. The contractor should protect the excavated grades from frost penetration through applicable measures(contractor observed placing insulated blankets in excavation on this date). A larger, directional plate compactor was recommended for use to smooth and tamp the excavated grades prior to placing form work. Observations and recommendations were reported to Jeremy Whiteman of BBL. BY: J. Zajac, E.I.T. TITLE: Staff Geotechnical Engineer DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SUBGRADE OBSERVATION REPORT PROJECT: Lake George Outlets JOB NO: FDE-13-247 CLIENT: Northway Outlets, LLC DATE: 12-2-13 WEATHER: Cloudy TEMPERATURE: 40° DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade • Foundation Bearing Grade ❑ Floor Slab Subgrade ❑ Continuous Wall Foundation ❑ Structural Fill Subgrade ❑ Isolated Column Foundation IN Design Pressure (psf) ❑ 2000 ❑ 2500 ❑ 3000 ❑ 3500 ■ 4000 ❑ Not provided • Location: 1 line from AO to E line METHOD OF EXCAVATION • Trackhoe with Flat Bladed Bucket ❑ Bull Dozer ❑ Trackhoe with Toothed Bucket ❑ By Hand ❑ Backhoe Bucket with Plate ■ Self Propelled Vibratory Compactor FIELD OBSERVATIONS: The contractor completed excavations with a track excavator with a plate welded across the digging teeth. Excavated grades were smoothed and compacted with a small plate tamper. Excavations were observed to extend through surficial fills and into the indigenous site soils as evidenced by the excavation side walls. The excavated grades were probed with a pointed steel rod in multiple locations. Where probed the grades were generally firm and stable under hand pressure. RECOMMENDATIONS:The bearing grades were judged suitable for support of the foundations at the design pressure. The contractor should protect the excavated grades from frost penetration through applicable measures(contractor observed placing insulated blankets in excavation on this date). A larger,directional plate compactor was recommended for use to smooth and tamp the excavated grades prior to placing form work. Observations and recommendations were reported to Jeremy Whiteman of BBL and Jamie Campagnone of Galusha prior to departing the project site. BY: J. Robichaud, P.E. TITLE: Senior Geotechnical Engineer B BBL Construction Services, LLC TRANSMITTAL B No. 00033 L 302 Washington Avenue Ext. Phone: 518-452-8200 Project No: 131065 Albany,NY 12203 BBL Job No: 131065 PROJECT: The Outlets at Lake George DATE: 1/7/2014 TO: Town of Queensbury Building Dept REF:. Foundation Bearing Grade Reports 742 Bay Road Queensbury,NY 12804 ATTN: David Hatin Phone: 518-761-8253 Fax: 518-745-4437 WE ARE SENDING: SENT FOR: ACTION TAKEN: ❑ Submittals 0 Approval 0 Approved as Submitted ❑ Letter [ir Your Use 0 Approved as Noted O Prints Z. As Requested 0 Returned After Loan O Change Order 0 Review and Comment 0 Resubmit ❑ Plans ❑ Submit ❑ Samples SENT VIA: ❑ Returned ❑ Specifications 0 Attached 0 Returned for Corrections M Other: Test Reports p Separate Cover Via: 0 Due Date: Item Copies Date Type Description Submittal Rev Status 001 1 12/2/2013 Foundation Bearing Grade Report 12-2-13 NEW 002 1 12/5/2013 Foundation Bearing Grade Report 12-5-13 NEW 003 1 12/9/2013 Foundation Bearing Grade Report 12-9-13 NEW 004 1 12/10/2013 Foundation Bearing Grade Report 12-10-13 NEW 005 1 12/11/2013 Foundation Bearing Grade Report 12-11-13 NEW 006 1 12/19/2013 Foundation Bearing Grade Report 12-19-13 NEW 007 1 12/27/2013 Foundation Bearing Grade Report 12-27-13 NEW Remarks: Attached for your use and records are the Foundation Bearing Grade Reports as prepared by Dente Engineering. Should you have any questions,please feel free to contact me. Thanks. < < < Distribution > > > Design Collective,Inc. Scott McGovern,601 East Pratt Street,Suite 300,Baltimore,MD 21202 Phone:(410)685-6655 Galusha and Sons,LLC Jamie Campagone,PO Box 4787,Queensbury,NY 12804 Phone:518-761-0400 FAX:518-761-0707 Nace Engineering Thomas Nace, 169 Haviland Rd,Queensbury,NY 12804 Phone:(518)745-4400 Town of Queensbury Building Dept John O'Brien,742 Bay Road,Queensbury,NY 12804 Phone:518-761-8253 FAX:518-745-4437 CC:Field Office,File Signed: Jeremy Whiteman Expedition® Page I of I evergreen TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Lake George Outlets REPORT NO: F-13-247-12-12-13 CLIENT: Northway Outlets. LLC DATE: 12-12-13 CONTRACTOR: Galusha JOB NO: FDE-13-247 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 1 8 -2'TOW 125.8 9.3 95.6 95 808 Exterior 3 line between B & C 2 12 -1.5'TOW 125.2 8.2 95.2 95 808 Interior 3 line between D & C 3 12 -1.5'TOW 125.7 9.0 95.6 95 808 Interior 3 line between B &C 4 12 TOW 126.9 7.2 96.5 95 808 Interior 3 line between B &C 5 12 TOW 127.9 8.1 97.3 95 808 Interior 3 line between A& B 6 12 TOW 129.3 7.0 98.3 95 808 Exterior 3 line between A& B 7 12 TOW 125.7 6.2 95.6 95 808 Exterior 3 line between A& B Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 808 131.5 6.9 C-F SAND, Some Silt, Little Gravel Remarks: SB=Subbase SSG=Slab Subgrade SG=Subgrade TO F=Top of Footing Technician: MM G=Grade TOW=Top of Wall B G=Bearing Grade FF=Finished Floor Troxler S.N.:24855 FB=Footing Bottom evergreen TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Lake George Outlets REPORT NO: F-13-247-12-11-13 CLIENT: Northway Outlets, LLC DATE: 12-11-13 CONTRACTOR: Galusha JOB NO:FDE-13-247 Test Depth Test In—Place InPlace % % Proctor No. of Depth/ Density Moisture Compaction Req'd Code Location and Remarks Probe Elevation (pc}1 (%) (inches) Parking Lot at Basement Fill Area 1 12 521.10' 128.8 7.6 98.0 95 808 East side midpoint 2 12 521.10' 126.9 8.4 96.5 95 808 Middle, center 3 12 521.10' 128.0 6.1 97.3 95 808 West side midpoint 4 12 521.10' 127.1 6.3 96.7 95 808 North side midpoint 5 12 521.10' 127.3 7.1 96.8 95 808 South side midpoint Foundation Wall 6 10 -3'TOW 125.7 7.0 95.6 95 808 Interior 1 line between D & E 7 8 -3'TOW 125.5 7.4 95.5 95 808 Interior 4 line between E& E3 8 10 -3'TOW 129.5 5.5 98.5 95 808 Interior 4 line between E3& E5 9 10 -3'TOW 130.4 6.5 99.2 95 808 Interior 4 line between E5 & E7 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (Pcf) 808 131.5 6.9 C-F SAND, Some Silt, Little Gravel Remarks: SB=Subbase SSG=Slab Subgradc SG=Subgrade TO F=Top of Footing Technician:MM C=Grade Tow=Top of Wall R C=Rearing Grade FF Finished Floor Troxler S.N.:24855 FB=Footing Bottom evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 0 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Lake George Outlets REPORT NO: F-13-247-12-10-13 CLIENT: Northway Outlets, LLC DATE: 12-10-13 CONTRACTOR: Galusha JOB NO: FDE-13-247 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pc0 (%) (inches) Basement Backfill at Parking Lot 1 12 519 128.5 7.7 97.7 95 808 East side midpoint 2 12 519 129.4 10.2 98.4 95 808 South side east end 3 12 519 131.3 7.4 99.8 95 808 South side west end 4 12 520 126.5 5.5 96.2 95 808 West side midpoint 5 12 520 125.1 5.9 95.2 95 808 West side north end 6 12 520 131.8 8.2 100+ 95 808 Northeast corner 7 12 520 127.4 8.3 96.9 95 808 Center/middle of fill area 8 12 520 131.1 6.7 99.7 95 808 North side midpoint 9 12 520 129.2 8.4 98.2 95 808 South side midpoint 10 12 520 130.2 8.0 99.0 95 808 Southeast corner Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (Pcf) 808 131.5 6.9 C-F SAND, Some Silt, Little Gravel Remarks: SB=Subbase SSG=Slab Subgrade SG=Subgrade TO F=Top of Footing Technician:MM G=Grade TOW=Top ofWall B G=Bearing Grade FF=Finished Floor Troxler S.N.:24855 FB=Footing Bottom evergreen TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Lake George Outlets REPORT NO: F-13-247-12-09-13 CLIENT: Northway Outlets, LLC DATE: 12-09-13 CONTRACTOR: Galusha JOB NO: FDE-13-247 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 1 10 -3'TOW 125.2 9.6 95.2 95 808 Interior 1 line between AO &A 2 10 -3'TOW 126.1 8.0 95.9 95 808 Exterior 1 line between AO&A 3 10 -3'TOW 125.6 9.2 95.5 95 808 Exterior 1 line between A& B 4 10 -3'TOW 125.2 10.2 95.2 95 808 Interior 1 line between A& B 5 12 -18"TOW 126.2 7.9 96.0 95 808 Interior 1 line between AO&A 6 12 -18"TOW 124.3 10.3 95.0 95 808 Interior 1 line between A& B 7 12 -2'TOW 130.2 7.2 99.0 95 808 Exterior 1 line between A& B 8 10 -3'TOW 124.6 9.7 95.0 95 808 1 line between B &C 9 12 581' 151 lift 126.4 7.2 96.1 95 808 NW corner of basement backfill Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pef) 808 131.5 6.9 C-F SAND, Some Silt, Little Gravel Remarks: SB=Subbase SSG=Slab Subgrade SG=Subgrade '1'0 F=Top of Footing Technician:MM G=Grade TOW=Top of Wall B G=Bearing Grade FF=Finished Floor FB=Footing Bottom S.N.:24855 t— g BBL Construction Services, LLC TRANSMITTAL B No. 00034 L 302 Washington Avenue Ext. Phone: 518-452-8200 Project No: 131065 Albany,NY 12203 BBL Job No: 131065 PROJECT: The Outlets at Lake George DATE: 1/7/2014 TO: Town of Queensbury Building Dept REF: Field In Place Density Reports 742 Bay Road • Queensbury,NY 12804 ATTN: David Hatin Phone: 518-761-8253 Fax: 518-745-4437 WE ARE SENDING: SENT FOR: ACTION TAKEN: ❑ Submittals ❑ Approval ❑ Approved as Submitted ❑ Letter j ' Your Use ❑ Approved as Noted ❑ Prints IJ As Requested ❑ Returned After Loan ❑ Change Order ❑ Review and Comment 0 Resubmit ❑ Plans ❑ Submit ❑ Samples SENT VIA: 0 Returned ❑ Specifications 0 Attached 0 Returned for Corrections [r Other: Test Reports ❑Separate Cover Via: 0 Due Date: Item Copies Date Type Description Submittal Rev Status 001 1 12/9/2013 Field In Place Density Report 12-9-13 NEW 002 1 12/10/2013 Field In Place Density Report 12-10-13 NEW 003 1 12/11/2013 Field In Place Density Report 12-11-13 NEW 004 1 12/12/2013 Field In Place Density Report 12-12-13 NEW Remarks: Attached for your use and records are the Field In Place Density Reports as prepared by Dente Engineering. Should you have any questions,please feel free to contact me. Thanks. < < < Distribution > > > Design Collective,Inc. Scott McGovern,601 East Pratt Street,Suite 300,Baltimore,MD 21202 Phone:(410)685-6655 Galusha and Sons,LLC Jamie Campagone,PO Box 4787,Queensbury,NY 12804 Phone:518-761-0400 FAX:518-761-0707 Nace Engineering Thomas Nace, 169 Haviland Rd,Queensbury,NY 12804 Phone:(518)745-4400 Town of Queensbury Building Dept John O'Brien,742 Bay Road,Queensbury.NY 12804 Phone:518-761-8253 FAX:518-745-4437 CC:Field Office,File Signed: Jeremy Whiteman Expedition® Pagc I of 1 Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque Queensbury Building&Code Enforcement Arrive: V, I CWO Depart: t r Lii) amnCrii 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: C t d [& s L. 6- ERMIT#: / 3 —Lib `1/ LOCATION: )-<-13 5 01-49 INSPECT ON: /- B -j y TYPE OF STRUCTURE: k--b0 Comment Y N N/A ' Footings Piers Z TU Monolithic Slab Reinforcement in Place ���,,N� The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour • Q Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofung Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. 1_:\Building&Codes Forms\Bullding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection�'.. . Queensbury Building&Code Enforcement Arrive: 411-- Ate; ,' is / �epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: r NAME: L, - R ' RMIT#: I :3 LOCATION: 19 l 5 Sc C� ('t. �F 9 INSPECT ON: —Z— (i-1 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing O6 roily for wet areas under slab Backfill Approval 10V0‹.YE-_ — R Plumbing Under Slab VC/Cast/Copper QJFoundation Insulation Interior/ xterior R- Fotac'\ Rough Grade 6 inch drop within 10 ft. L:\Buitding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report `-f Lt s dea. Office No.(518)761-8256 Date Inspection ue'. '•e.. Queensbury Building&Code Enforcement Arrive: =L 5: . +� ,� Depart: : 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: Q tdI E4-s 62-( L&- PERMIT#: / 3 �llc T LOCATION: f /1 � l'-I- `� INSPECT ON: TYPE OF STRUCTURE: —3 J-l3 Comment; Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. l Foundation/Wallpour z 1 VJ T� a \ Reinforcement in Place F V Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Bufding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM "amuvn 3ap Foundation Inspection Report i Office No.(518)761-8256 Date Inspection request received: 14;)- Queensbury ,Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: Col d ea (_.PERMIT#: d- 13 4712 / LOCATION: t`-i 5 - r)k kie 9 U INSPECT ON: d" 1, j J 3 TYPE OF STRUCTURE: A C •r7...'C J Comments YV N NLA Footings Piers �i! 14 Zf- • Monolithic Slab Reinforcement in Place The contractor is responsible for / providing protection from freezing �•/ for 48 hours following the placement of the concrete. • s for is se on site. (FoundationWallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forrns\Bullding&Codes\Inspection Forms\Foundation Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM • Foundation Inspection Report (. '()�P Office No.(518)761-8256 Date Inspeptiop,request received: Queensbury Building&Code Enforcement Arrive: I! yl am/p Depart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ,/)It NAME: ) Li(titr . . �2e ' PERMIT#: ,- 1 3- LOCATION: j X15 S .► 9 ( INSPECT ON�y-• j a-7 1 3 TYPE OF STRUCTURE: l " Comments Y / N NIA Footings ✓f Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. r i srpu rse on site. (--Foundation/Wallpo, Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Bullding&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM i\o/Y=1 6t.`\( PiY) Foundation Inspection Report Office No.(518)761-8256 Date Inspection)equ S.i •• Queensbury Building&Code Enforcement Arrive: \7(211, : �A r C Depart: '- : 114100 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initialsf NAME: Q 6:�t� c�-+ I(j- . • • #: LOCATION: J'i/ 5 R+9 INSPECT ON: J - 3-j .� TYPE OF STRUCTURE: 6?E LThiS m -9t/ Y KA Footings (. Piers - � (Q1b Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing I 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab f21c,7PVC/Cast/Copper �-__ 1 L \ ►��_ Foundation Insulation Inted° Exterio i��� R- �� ,� �-� tir7 Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report f r is,t. t(, ---R-Ltt--Aill cA% cc, Office No. (518)761-8256 Date Inspection 1 st r-• - • • Queensbury Building&Code Enforcement Arrive: %; Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini.als: . - NAME: 1p-f s,-., -.4 & PERMIT#: / 3--. 1..71 LOCATION: /..‹,,/ 1- RA- q INSPECT ON: %9 b-TR TYPE OF STRUCTURE: 0 5m61r�- �5' i c V\ 00 Comments X N NLA Footings - Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. RI / Materials for this purpose on site. ✓ /Foundation/Wallpour • Reinforcement in Place 7. L13 F Footing Dowels or Keyway in place v 1 ‘ Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width ay i 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab \IS\ ------\ N1.&___- PVC/Cast/Copper 1,-m 1\ti;c. h i Foundation Insulation Interior/Exterior l.►rJ R- 1 I Z`tA Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report �t,clthcot 1 Office (518) 761-8256 on requ :v Queensbury Building&Code Enforcement Arrive: \ -77) �le Depart:Vc am/fp 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: ,p =� NAME: 0Leh`e=1--g L,(7- PE' tT#: I S— (,'1 LOCATION: 1 is-(7 -5- Etc INS'ECT ON: / 3,14-i i TYPE OF STRUCTURE: / 1 K)/ eN V N NA 0.4 Footingss ` Piers r \— ( Ll lJ Monolithic Slab O F— q Li a Reinforcement in Place The contractor is responsible for 1`J T��� providing protection from freezing C_ -0 A for 48 hours following the placement Q56 of the concrete. Materials for this purpose on site. . Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Foo •' g Drain Daylight or Sump F ting Drain Stone: 12 inch width 6 inches above footing . 6 mil poly for wet areas under slab �, Backfill Approval i,J ---- (745) plumbing Under SIab 7M-=\-- PVC/Cast/Copper '1 \\�� --N /2 Foundation Insulation , terio` teri R- '1, Z Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM Z 410 Foundation Inspection ReportoN Office No.(518)761-8256 Date Ins. +'on req At iv •: Queensbury Building&Code Enforcement Arrive: =r . ep Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti:r L � r NAME: P r ' I T#: LOCATION: \��1 �`�� i�t v\ INSPECT ON: \ 'z — — 1 3 TYPE OF STRUCTURE: 4DVCC_7 \ 17: Comments Y /N N/A WFootings / '7 L--1 Piers /Monolithic Slab V Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour \ /Reinforcement in Placeg & s Footing Dowels or Keyway in place Foundation Dampproofing 6?-- W Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mail poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\Buiiding&Codes Forrns\Buliding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report f� iiQon Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: /f pti am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: '7l NAME: CLitt L_& PERMIT#: LOCATION: /y/ ,5 RIL ? INSPECT ON: 3-/ TYPE OF STRUCTURE: Comments Y X Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 nail poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior ✓ f3 3 77fo Z1,c. R- 10 Rough Grade 6 inch drop within 10 ft. A e L.At 6.73 L:\Buliding&Codes Forms\Building&Codes\Inspeetion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report `Z `"u Z",,o O Office No.(518)761-8256 Date Inspection requ r• -' Queensbury Building&Code Enforcement Arrivi✓� : ,tp _ Depart: ^Z \ : „r In 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initialsi/r ' NAME: C)uTLET CL, se 'ERMIT#: V:2)—'-(44 LOCATION: \k---\\,� (1-Tyvk\ c4{—VV— • INSPECT ON: \Z—\Z_-\ TYPE OF STRUCTURE: Comments t"\ \ 1"- t.:,- )E---_C.A. -_>,..> ' Y N N/A ,‘ Footings _ �( Piers 1TYY' yvl C Monolithic Slab C' • Reinforcement in Place ' 'V? The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour“ / \ Reinforcement in Place . / d-k-S Footing Dowels or Keyway in place '��� �� Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab 4 gp Backfill Approval //--) Plumbing Under Slab , 1N- L' �-Z, PVC/Cast/Copper _______------I Foundation Insulation Interior/ erio R- \IV V--O C'4, / Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspectiion Report.doc Last printed 12/20/2005 9:24:00 AM --d- Foundation Inspection Report 1 i e ?ot-c- " Office No.(518)761-8256 Date Inspection reques i . /.1 /d at.)/ ,t- Queensbury Building&Code Enforcement Arrive: \'1_'ND : . ,y I epart: : , rpm ,y� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial-. _ c NAME: j,L o --(e ' 66) RMIT#: via/ 3" `l LOCATION: <5li°5Le 9 INSPECT ON: / vZ/11/ciev TYPE OF STRUCTURE: ivei,) ( M L--131-cj `' Commeut;I ‘. ‘ 4C_Tvoi3 Y / N NL i Footings QiA227 / Z Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. • . 'se on site. 'Foundation/Wallpour ✓ einforcement in Place (� Footing Dowels or Keyway in place F NC) 1 Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ?J icfill Approval Plumbing Under Slab \__„‘ N� PVC/Cast/Copper Foundation InsulationnInterior/ R- Rough Grade 6 inc drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM C.e /6-/ . Foundation Inspection Report Office No. (518)761-8256 Date Inspection . � •iv, .: Queensbury Building&Code Enforcement Arrive: 1z,'-7 : " Depart: \'Z'y p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials Mgr1;i�'' NAME: (`h[ ) S C_ ')._ .- ' RMIT#: / 3 - 14, 4/ LOCATION: /'/I ,5 ? INSPECT ON: I ',)--/b---/ 3 TYPE OF STRUCTURE: - \0 bj'F- ` l)Commenta Y N N/A /Footings t (Q ' ._ 1 1..E-- Piers —Piers 'C-,'c_5--- f La. T.` 4,F.g Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. j) Materials for this purpose on site. ,. \ �� Foundation/Wallpour r ��.�� Reinforcement in Place ✓ Lt- L\O E- u f___ Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 miI poly for wet areas under slab �f / . . Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/ to ` �� ‘ 4&� R Rough Grade 6 inch drop within 10 ft. - - l_.--t v.)c--- L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)7614256 Date Inspection reques ive Queensbury Building&Code Enforcement Arrive: k 0 3f,am/'p Depart: : i pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ' _ NAME: D %PERMIT#: / 3 - '9/ay LOCATION: J -ti/ 1 5 R + INSPECT ON: 9-4.3 TYPE OF STRUCTURE: S te/ 1 AL te-555(0 6 Comments Pc.of-0, Footings �� L Piers Monolithic Slab Reinforcement in Place FO 07-1 The contractor is responsible for providing protection from freezing 1\‘oRT1.\ &k for 48 hours following the placement Se �� Mof the concrete. p �3 i 65)C..-3 \c)5,�3 ��j Materials for this se on site. Foundation/Wallpour -- Z_ \ITER\o(Z CO L)tAuJ Reinforcement in Place FOOT` czklve,k_ Footing Dowels or Keyway in place V)c)‘..-vS a Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Buliding&Codes\Inspection Fomns\Foundation Inspecdon Report.doc Last printed 12/20/2005 9:24:00 AM mod/i, - I/CiLM Foundation Inspection Report Office No.(518)761-8256 Date Inspectio`s;0� t ''ce. -d: Queensbury Building&Code Enforcement Arrive: L : ,s•p I/ Depart: iciV : I 742 Bay Rd.,Queensbury,NY 12804 Inspector's ,'ti !..,f NAME: O r v L 6- P'RMIT#: /3 ---q401 LOCATION: /C// ,5 5`I'9 INSPECT ON: /A—4 -1. TYPE OF STRUCTURE: Comments Y N N/A Footings - _T�E-C- Piers �� Monolithic Slab c �ti w�C Reinforcement in Place ----- n The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. / iRMaterials for this purpose on site. oundation/Walipour (� p) einforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1),u.'z,1 :1ecrti / Foundation Inspection Report Office No. (518)761-8256 Date Inspection nest -:•iv Queensbury Building&Code Enforcement Arrive: L' : u-y• Depart: ‘, .:-.f .t 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:,__--- , NAME: 6 Lt-t- ;i,ca (- / i-- 'ERMIT#: /3 4:-/(Oz/ LOCATION: / -/I;'S" R•+-c7 INSPECT ON: i ;). S '--/.-3 TYPE OF STRUCTURE: ; ,-\ ,rte Comments I6 I Footings Piers Li 'Monolithic Slab 1\ t:_ �, /C..7 , Reinforcement in Place C J ; C The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. /Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval - Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM u_Lb. Foundation Inspection Report Office No. (518)761-8256 Date Inspection ' uest • t: Queensbury Building&Code Enforcement Arrive: u:ti'S : �� .,,� Depart: 1,9i pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inih: s:dir NAME: r _ I . t_J 410 ' ,jYc� 'PERMIT#: / 3—`ho �I LOCATION: "' i 1 INSPECT ON: 13 TYPE OF STRUCTURE: Comments Footings /-* N N/A •3v�1 \ E°fl F� C—oc it%/1 g Piers Monolithic SlabR(3 GDE_ , \.// Reinforcement in Place The contractor is responsible for _ Ne providing protection from freezing 1D t 1,; for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour ,,reinforcement in Place 1 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM