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2013-162 TOWN OF QUEENSBURY . Bay Road, 742 Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130162 Date Issued: Thursday, October 31, 2013 This is to certify that work requested to be done as shown by Permit Number P20130162 has been completed. Location: 221 CORINTH Rd Tax Map Number: 523400-309-013-0002-025-000-0000 Owner: STEWART'S SHOPS CORP. Applicant: GLENS FALLS NATIONAL BANK & TRUST This structure may be occupied as a: Commercial Addition By Order of Town Board Commercial Alteration TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the propertyp c/i ,/. owner of the responsibility for compliance with Site Plan, Variance, or ,� other issues and conditions as a result of approvals by the Planning Board Director of Building& Code Enforcement or Zoning Board of Appeals. 011 TOWN OF QUEENSBURY .74 . 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130162 Application Number: A20130162 Tax Map No: 523400-309-013-0002-025-000-0000 Permission is hereby granted to: GLENS FALLS NATIONAL BANK & TRUST For property located at: 221 CORINTH Rd in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: STEWART'S SHOPS CORP. PO BOX 435 Commercial Addition SARATOGA SPRINGS,NY 12866-0 Commercial Alteration $129,540.00 Total Value $129,540.00 Contractor or Builder's Name /Address Electrical Inspection Agency HILLTOP CONSTRUCTION 51 CROWLEY Rd HUDSON FALLS.NY 12839-0000 Plans&Specifications 2013-162 Comm Alteration 1,473 sq ft; Comm Addition 834 sq ft canopy $444.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,June 10,2014 (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 Town o Quee ury; �VIon • •une 10,2013 SIGNED BY �V/ . 4\ for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY TAX MAP N0._--3of,i3:61-A.5 NO. PERMITI _.- 3.7.11,k.____________ ._._-_.__......-_. APR 2 5 2013 FEES: PERMIT ^_ RECREATION V _ ENGINEERING_ _ _ _ (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF/A�VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: C�/C/1S id��jV fj riUc OWNER: Stem '5 She d (U1 , /�/h yo alto MO d ADDRESS: 23-0 67 $t&et 4.ary A&A,AY/28.6/ ADDRESS: ,Q&X(135'(5-41,4fxk la/14"W72,146 PHONE NOS. 51e�f/�y�{U�' PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE:62-,40/Y PHONE:. /g"4/6-1VO? LOCATION OF PROPERTY: 22/7//j eneif ''/)6,,f2,/di.tr/AY/2,w ab( HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ❑ YES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: r:' qr� `ii PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: �C CHECK ALL THAT z APPLY TO YOUR z tr ow LL PROJECT O H o . . O i co o w � w � U- • w Q Q � U oZ LU 0 J O Z 0 I— �- O I- W — Z Q Q 1— C) NU) OL- I— LL 0_ 1ot5 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE U BUSINESS OFFICE X X /'/731 Ft ,4a/fcv? RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS:// (9---‘",/Srad" A.Zeezy/S/o(GYIi ESTIMATED CONSTRUCTION COST: /1/'2-5/U FUEL TYPE: 646 HEAT TYPE: /-7/4 *HOW MANY FIREPLACE(S): AND/ OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? /Ud IS THIS A HISTORIC SITE?_ AJC PROPOSED USE OF BUILDING OR ADDITION: Au/4- Gd,T 2 1)( it-e.//aims / 1 2 'e %/X ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? A6 • ARE THERE EASEMENTS ON PROPERTY? 'P ecse complete a separate Appil u,r,.1 for'rue! Burning A::pl!ar css&Chimneys' available n1 our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. 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, l 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 a.ree1 - above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codesqueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection requeje' - ed: Queensbury Building &Code Enforcement Arrive: ;= Z.D a r(1Vfr f Depart: '= a• pm,. 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: r4 NAME: 6- E} 1 PERMIT . I3-i La) LOCATION: ,M 0 ( ,- - (d DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"1 Roof Complete Exterior Finish/Grade Complete 6" in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior!Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. I Step Risers 7"1 Treads 11" Vestibules For Exit doors> 3000 sq. ft. All Doors 36 in. wlLever Handles/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/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. 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 t✓K:4Jb-N-P-0 `D� Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 '/2 doors > 10% > 1000 sq. ft. 4NVCNL 'C ' Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete I Fire \ ) O . 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 Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. 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'/Driveable Surface 20'wide ° \A -N—C1 \ VE COQ► Okay To Issue Temp. or Permanent CIO Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\inspection FormslCommercial Final Inspection Report.doc Revised January 7,2008 � 7 ALBANY AREA BUFFALO AREA c'.. ... .. O•nard 1' :k Nl 2i D NMI! • ENGINEERING October 31, 2013 Via email at qmoore@arrowbank.com Mr. Gregory Moore Glens Falls National Bank and Trust Co. 250 Glen Street Glens Falls, NY 12801 RE: Post Construction Earthwork and Materials Testing Glens Falls National Bank Branch 221 Corinth Road Queensbury, NY File No. FDE-13-214 Dear Mr. Moore, At your request and in general accordance with our scope of services emailed to you on September 24, 2013, this representative of Dente Engineering was at your referenced project site on October 14,2013 to observe foundation bearing grade soils and perform Swiss Rebound Hammer Testing of foundation concrete. Our scope of services was reviewed and reported suitable to satisfy code requirements by Dave Hatin, Director of Building and Code Enforcement, town of Queensbury, in his email correspondence dated September 30, 2013. The following summarizes my observations and results of the testing. Foundation Bearing Grades The soil bearing pressure used in the design of the foundations was reported by your architect, Curt Dybas, to be 1,500 psf. Upon arrival to the project site this representative met with Tom Albrecht, Jr. of Hilltop Construction and a representative of the excavation contractor, Ellsworth and Son Excavating. It was observed that the contractor was in the process of excavating granular backfill soils adjacent the east side of the column footing located between the drive thru lanes. The contractor continued excavations until reaching the bottom of the column foundation. It was observed that the bearing grade soils consisted of fine to coarse grained sand with lesser amounts of gravel. This representative used a pointed steel rod to probe the foundation bearing grades adjacent to the footing. The grades were observed to be firm and stable under hand pressure where probed. Based on the conditions observed, the foundation bearing grade soils are judged to meet or exceed the design bearing pressure of 1,500 psf. wwrv.dente-engineering.com Swiss Rebound Hammer Testing Following observation of the foundation bearing grade soils, this representative performed Swiss Rebound Hammer Testing of the foundation and pier concrete. The testing was performed using a CT-320A model, ELE International,Swiss Rebound Hammer,serial number G98863. It was reported by Mr. Albrecht that the concrete was placed during the last week of June, 2013, was supplied by Bonded Concrete, and had a design compressive strength of 3,000 psi. This representative performed the testing in general accordance with the procedures listed in the manufacturer's operations manual. The testing was performed on the vertical face of the footing and pier with an average rebound values of 31.5 and 33.5, respectively. The results of the testing were plotted on the attached chart using an a angle of 0 degrees. The rebound values obtained correspond to a compressive strength ranging between about 3,650 and 4,150 psi. Based on the results of the testing,the concrete compressive strength exceeds the reported design strength of 3,000 psi. Closure In summary,the results of our observations and testing performed on October 14,2013 indicate that the foundation bearing grade soils meet or exceed the design bearing pressure of 1,500 psf and the compressive strength of the foundation concrete exceeds the reported design compressive strength of 3,000 psi. We appreciate the opportunity to be of service. Should questions arise concerning this correspondence or the results of the testing, please feel free to contact us. Sincerely, Dente Engineering, P.C. Joseph Robichaud Jr., P.E. Fred Dente, P.E. Senior Geotechnical Engineer President Attachments: Portion of foundation plan, Swiss Rebound Hammer Chart Cc: Dave Hatin via email at daveh&..queensburv.net 2 FOR REFERENCE PURPOSES ONLY. ORIGINAL DRAWING PREPARED BY CURT DYBAS, ARCHITECT -- -•� p ~°~~, ```` / .) � /mvm"6 mmF ' . ' ___— ' \ /' | / � ��w�"m��� . wVuz~�| | / / . ` � . ,' -ekrilif4,41,1 IS 41iSfe i AO ; ssAtt"F",0,10"la.I4\. , ._i-16r,&":(••• #`5&Z.as IAA,WM' • 1..4...u. in , ;_-,-L torN , Nyyt , `.\ ,,,,,,Hil'zt:rikr.,,,,,t -4_:, <-2 oz.ult.°PI • -. ' -Fat.:6A3C. 7 _eat,. r.A.4.00 . i ����6; PERFORMED AT zezpas,...-si," .n. �' W~ ~~ � tiOialta p�wVo 6 �� |��� ,g um o USE THIS CURVE 1100 I �c 8500 - - 0 8000 +141 I 1 I I 71oso wz x i I 444 v • ACIPAIIII 1050 I- 7000 � � 4-0( I v - • 1020 •- w 6000 --- ' cit 7 w 5000 l sa0 0 4150 4aao ,� 0"° / .- $oo e. 3650 (? d d- � 660 . � 3000 :".//77, - o w 1 z 2000 _500 >- 1 500 A/ _ _ 480 v 20 25 30 35 40 45 50 55 31.5 33.5 R -== HAMMER REBOUND fc max=fc+ L fc min.=fc—Q Inspection Form Town of Queensbury Fire Marshal cD Periodic Inspection Dater 1410 Time: 742 Bay Road,Queensbury NY 12804 o Re-Inspection / 518 761 8206/518 761 8205 =CO Inspection Permit#: 1 Y -l te eFi Marshals Representative Ni _MJ Palmer Business Name: Location: 1 C0n,t-----11-.-RX-3 GK Stillman Contact: 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 All Sign:Normal FC 1011 &FC1029 Sign:backup FC 1011.5.3&FC1029.7.5 AISLES: Main Aisle Width FC 1024/1025&FC1029.11 j . ci .sr tc>h4_S Secondary Aisle Width FC 1025&FC1029.11 "` FIRE EXTINGUISHER: Hung FC 906 , - 4 f Inspection of extinguisher FC 906 I'� I+ EVAC Plan FC 404.6 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3& FC1029.8 n Exterior is l FC 6 -----C". 5 VI' Clearance to Electrical FC 605.31 YY Electric .,-- Wlrin�Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510 elC./V/1100-7 No Smoking Signs FC 310.3 Storage FC 315.2 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 21 DAYS Insp OK NC DATE: OK NC SYSTEMS: FC 901.6 Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual _ DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC 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 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection_request received: Queensbury Building &Code Enforcement Arrive: 2-r' am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: _ am"%� AJ (5 • PERMIT#: LOCATION: `` r DATE: 13--/ COMMENTS: Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"1 Roof Complete 1J E E Gi]1.y( Q ETE Exterior Finish /Grade Complete 6" in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform I Decks S L Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"I Treads 11" Vestibules For Exit doors> 3000 sq. ft. All Doors 36 in. w!Lever Handles/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!Water Temp. 110 Degrees Maximum , L� Qui" •u( � . Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System ,F `� 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 '/z doors ‘C--+-NA V_`,1" > 10% > 1000 sq. ft. $/ Hour Corridor Doors&Closers Firewalls I Fire Separation, 2 Hour, 3 Hour Complete I Fire Dampers I 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 I Toilets Handicapped Bath l Parkin Lot Si►na,e Public Toilet Room Handicapped Accessible \CCS - Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. 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'!Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO Okay To Issue CIC L:\Building&Codes Forms'Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Revised January 7,2008 - JOWL TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 1 Community Development-Building&Codes (518) 761-8256 Inspections per Permit Permit# P20130162 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 04/25/2013 Miscellaneous Commercial Alteration STAFF Misc 2013-162 permit app rec'd&entered 05/16/2013 Miscellaneous Commercial Alteration CRAIG BROWN Staff Approved 2013-162 zoning approved 06/10/2013 Miscellaneous Commercial Alteration DAVID HATIN Staff Approved 2013-162 permit app complete 06/10/2013 Miscellaneous Commercial Alteration STAFF Misc 2013-162 permit issued 06/27/2013 Footing Commercial Alteration DAVID HATIN Staff Approved 2013-162 per plan 06/27/2013 Footings/Piers Commercial Alteration DAVID HATIN Staff Approved 2013-162 per plan 06/28/2013 Footings/Piers Commercial Alteration CHARLES DYER Staff Approved 2013-162 2#4s cont. TOWN OF QUEENSBURY • ��. 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 IF Community Development-Building&Codes (518)761-8256 Inspections per Permit Permit# P20130162 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 06/28/2013 Foundation Wall Pour Commercial Alteration CHARLES DYER Staff Approved 2013-162 2#4s cont. • 06/28/2013 Reinforcement in Place Commercial Alteration CHARLES DYER Staff Approved 2013-162 2#4s cont. 06/28/2013 Miscellaneous Commercial Alteration CHARLES DYER Staff Approved 2013-162 Footings/Dowels in place 07/01/2013 Backfill Commercial Alteration JOHN O'BRIEN Approved 2013-162 07/01/2013 Foundation Insulation Commercial Alteration JOHN O'BRIEN Approved 2013-162 R-10 2" 07/02/2013 Pressure Test Vent Commercial Alteration JOHN O'BRIEN Approved 2013-162 Under Slab 07/02/2013 Rough Plumbing Under Slab Commercial Alteration JOHN O'BRIEN Approved 2013-162 Under Slab TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FON Community Development-Building&Codes (518) 761-8256 Inspections per Permit Permit# P20130162 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 07/17/2013 Ice&Snow Sheild Commercial Alteration JOHN O'BRIEN Approved 2013-162 entire roof 07/19/2013 Framing Commercial Alteration JOHN O'BRIEN Partial 07/19/2013 Anchor Bolts Commercial Alteration JOHN O'BRIEN Approved 07/19/2013 Fire Stopping Commercial Alteration JOHN O'BRIEN Approved 07/19/2013 Notches/Holes Bearing Commercial Alteration JOHN O'BRIEN Approved 07/19/2013 Commercial Alteration JOHN O'BRIEN Denied 2013-162 Need inspection of canopy by design professional 07/19/2013 Plumbing Vents Commercial Alteration JOHN O'BRIEN Approved 2013-162 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 ri ���1 Community Development-Building&Codes (518)761-8256 Inspections per Permit Permit# P20130162 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 07/19/2013 Pressure Test Supply Commercial Alteration JOHN O'BRIEN Approved 2013-162 07/19/2013 Pressure Test Vent Commercial Alteration JOHN O'BRIEN Approved 2013-162 07/19/2013 Rough Plumbing Commercial Alteration JOHN O'BRIEN Approved 2013-162 • 07/29/2013 Framing Commercial Alteration JOHN O'BRIEN Approved 2013-162 -sign off on framing by Architect 07/31/2013 Insulation Commercial Alteration JOHN O'BRIEN Approved 2013-162 ATM Room R-21 walls R-30 Ceiling 09/05/2013 Final Inspection Commercial Alteration JOHN O'BRIEN Denied 2013-162 -Sign off from archite on project -Unisex handicap sign for bathroom - 18"vertical grab bar for bathroom -Fire Marshal inspection -check w/Bruce Frank re site Tian 09/09/2013 Fire Marshal Inspection Commercial Alteration MIKE PALMER Staff Denied 2013-162 1.Remove thumb turn device at main door(paddle or lever) 2.Function test required for exit/emergency lighting 3.Provide height signage on canopy 4.Fire alarm:Need NFDA 72 report w/central station Need keys tor Knox tsox Inspection Form Town of Queensbury Fire Marshal o Periodic InspectionDate: /) f3-��Time:I [ v1 r\(-- 742 Bay Road,Queensbury NY 12804 o Re-Inspection / 518 761 8206/518 761 8205 o CO Inspection Permit#: 3 - 1 /A o\u Fire Marshals Representative MJ Palmer Business Name: ��' ' r&_,l Location: GK Stillman Contact: 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&FC1029.7.51 V AISLES: Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025& FC1029.11 FIRE EXTINGUISHER: HungFC 906 (0' 5 17 Inspection of extinguisher FC 906 V V N EVAC Plan FC 404.6 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 F.D.Signage- FC 510 nZ ,� f /�t No Smoking Signs FC 310.3 ( rJ Storage FC 315.2 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Y 1) - ��S Ict I I Smoke Detectors FC 907 CO detectors FC 610 r‘ ! ('‘i 5 K--- 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 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 DATE:_ OK NC HVAC Shutdown _Sprinkler System Annual Sprinkler FDC 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 Temporary Certificate of Occupancy 90 Day Building Permit No. : 2013-162 Property Location : 221 Corinth Road Tenant : Glens Falls National Bank Approved for the following uses: Commercial Bank Conditions of approval : 1. Need concrete core drilled and tested. 2. Door paddle for front door as per Fire Marshal 3. Need site plan certification from engineer. $100 fee received on: September 13, 2013 90 Day Temporary CO expires on: December 13, 2013 *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: A ( \ Director of Building & Codes: n Town of Queensbury Building & Codes Office Dept. of Community Development 742 Bay Road, Queensbury, NY Inspection Form Town of Queensbury Fire Marshal o Periodic Inspection Date:9 J1-3'1,-ST1me: 1 Q 11Y-- 742 1Y_742 Bay Road,Queensbury NY 12804 o Re-Inspection 518 7 8206/518 761 8205 CO Inspection Permit#: :? j (,J C� Fir arshals Representative �T•� �1 MJ Palmer Business Name: Location: x,) 1 0.f ilt.,,a+ GK Stillman Contact: P 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 T__ " 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 C EVAC Plan FC 404.6 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 F.D.Signage- FC 510 � �l No Smoking Signs FC 310.3 (./ Storage FC 315.2 Compressed Gas FC 3003 'T lFvMh "-T Vtk r•.! l 0 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 _ ---D .1:4.' %441ja' Smoke Detectors FC 907 �^ C CO detectors FC 610 '1\861 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 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 DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Fire Mar 3ash I Inspocil: a Kitchen Suppression Semi Annual C i eifig iCades a •Val Fuel Island Suppression Seml Annual Hood Cleaning 3-6 -Annual Knox Box:installed/checked FC506 SEP l' l_ 32 3 Operating Permit, if required will be issued after Fire Marshal --- Completion of Inspection 1iWn of QueP4Isburr Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection ti•u• e -ived: Queensbury Building &Code Enforcement Arrive: A.- a� �� Depart: Iu=y � m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials' i NAME: 61--F AJ I - f PERMIT ; / _ / 14, LOCATION: (? ort-E.,--4. 11 /Sc1 DATE: •-- COMMENTS: Y N NA .-T—el`'`� Cb CZ►'�t�l Chimney/"B"Vent/Direct Vent Location / Plumbing Vent Through Roof 6"/Roof Complete ✓ ci — c E Exterior Finish/Grade Complete 6" in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks c Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"f Treads 11" ���— Vestibules For Exit doors>3000 sq. ft. J All Doors 36 in.w/Lever Handles I Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44°(t)/Canopy or Equiv. ��pp Gas Valve Shut-off Exposed&Regulator(18")Above Grade ✓/ Floor Bathroom Watertight I Other Floors Okay Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum Fob �QD Q bOZ P,1j Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System P�� �`�� M��H� 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 b Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 '/z doors C.-ESAW�� > 10%> 1000 sq. ft. �/.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 V 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 /// Handicapped Bath/ Parking Lot Signage Public Toilet Room Handicapped Accessible IN �� i�Q Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond[Both sides] Active Listening System and Signage Assembly Space / Final Electrical I 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'/Driveable Surface 20'wide Okay To Issue Temp. or Permanent CBO Okay To Issue C/C L:1Building&Codes Forms'Bu'tlding&Codes Inspection Forms\Commercial Final Inspection Report.doc Revised January 7,2008 Inspection Form Town of Queensbury Fire Marshal CD Periodic InspectionDateCriel 1 Time: 742 Bay Road,Queensbury NY 12804 o Re-Inspection 1 518 761 8206/518 761 8205 SCO Inspection Permit#: -` 1 Co 2, • ir arshals Representative /(MJ Palmer Business Name: G' r if Location: f Co ,+i-t 2G _ GK Stillman Contact: 1-154 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 t • Ce Sign:Normal FC 1011 &FC1029 Sign:backup FC 1011.5.3&FC1029.7.5 1:0661t-- AISLES: :0G6iLAISLES: e 4.10, 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 - �Cr f< 1X LYY1ft1/441- II(4Pi/ TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 r'� Exterior FC 1006.3 3 t 410J% Clearance to Electrical FC 605.3 C4 Electric Wiring Enclosed/Labeled FC 605.3.1 C NOhI Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510h1 A IQ%�. No Smoking Signs FC 310.3 ^ ,/ Storage FC 315.2 Nfe.r� t OA�i r1 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 \ _ Smoke Detectors FC 907 Bo< 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 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC 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 -tet ham`, A-41 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection req i -ived: Queensbury Building &Code Enforcement Arrive: ' ,Z.f) a r2, Deart: 7 ;1/ rtili 742 Bay Road, Queensbury, NY 12804 Inspector's Initials' /N NAME: - (-)F. -)t m w3 R1_, PERMIT 1 3' 1 (c.. 11 .E LOCATION: ,.. - ' j ' L DATE: IIIG - _ COMMENTS: Y / N NA Chimney I"B"Vent/Direct Vent Location ✓/ - 6‘6, .. t F F R- 1-k Plumbing Vent Through Roof 6"/Roof Complete ✓/ Exterior Finish/Grade Complete 6"in 10'or Equivalent ✓ PtRLrt-\\ EL e Dt). g 0 Interior/Exterior Guardrails 42 in. Platform/Decks Interior!Exterior Batlisters 4 in. Spacing Platform/Decks — U30DE.X- t-\,A ‘LIA Stair Handrail 34 in.-38 in.I Step Risers 7"!Treads 11" Vestibules For Exit doors> 3000 sq. ft. %// VQ_ VR t\VCDS All Doors 36 in. wILever Handles/Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44" (1)/Canopy or Equiv. i — `' ' 2:_c_‘�&._ _e2) Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Waterfight l Other Floors Okay ✓f fly �v�- t'� -cc. Relief Valve, Heat Trap I Water Temp. 110 Degrees Maximum J Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System — V a - a.is\R--1-3 {; ___ Fresh Air Supply for Occupancy/Ventilation Combustion \11-D.W IcA 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 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" t.--------734-e-E Si ‘ \f Smoke Vents Or Fan, if required dna `lam Elevator Operation and Signage/Shaft Sealed ``� Handicapped Bathroom Grab Bars/Sinks I Toilets Handicapped Bath I Parking Lot Signage t1 \A Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" / ��� - Handicapped Ramp 1 Handrails Continuous/12 in. Beyond[Both -7 \,\-/ ,s � sides] L I Active Listening System and Signage Assembly Space All r Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required 1 /An -1-CtN\_ Final Survey, New Structure/Flood Plain certification,if req. I 14 t � As-built Septic System Layout Required or On File J Fv O7� I Building Number or Tenant Address on Building or Driveway 4" 44�f 4AC Water Fountain or Cooler ` - Building Access All Sides by 20'!Driveable Surface 20'wide ✓ . Okay To Issue Temp. or Permanent CIO Okay To Issue CIC L:1Building 8,Codes FormslWuilding&Codesllnspection Forms\Commercial Final Inspection Report.doc Revised January 7,2008 /o /-1 Rough Plumbing I Insulation Inspection Repot Office No. (518) 761-8256 Date inspecti'-• }«;ived: Queensbury Budding & Code Enforcement Arrive: Dn;A ) a F e 11 -part: T2 a •m 742 Bay Road, Queensbury, NY 12804 Inspectors Initial-- i,r,�L NAME: 6`F A) PER #: /3 -/L,,) LOCATION: C c ) Rd INSP CT ON: TYPE OF STRUCTURE: . Y N N/A Row h Plumbin. / Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washin! Machine Drain 2 inch minimum Cleanout eve 100 feet/chane a of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes _ ix A v� Insulation/Residential Check/Commercial Check - 2-" L Tyvek or Similar Exterior Sealant E\ Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated saaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Framing / Firestopping Inspectio e. •rt Office No. (518) 761-8256 Date Inspection rquestre•--ived: Queensbury Building &Code Enforcement Arrive: 1 Z' S a • ,y. -rt: 1 'f.0Ca m 742 Bay Road, Queensbury, NY 12804 Inspector's Initiaisl i' : r NAME: C, t"' PERMIT#: LOCATION: 7 Z1 Cf 1 ,l �� INSPECT ON: (-- TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Y — Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing/Bridging \ 0 Joist hangers - Jack Posts/Main Beams P-C.-r\\_\ t- -\ 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 %(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 %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:\Building&Codes Forms-0LD\Building&Codesllnspection Forms'Framing Firestopping Inspection Report.doc Revised January 7,2008 July 26, 2013 19 Deer Run JUL 2.%) 2013 Lake George,NY 12845 Town of Queensbury Building Department Attn: John O'Brien, Building Inspector 742 Bay Road Queensbury,NY 12804 Re: Exit 18 Branch Bank for Glens Falls National Bank 221 Corinth Road, Queensbury,NY 12804 Mr. OBrien, On July 25, 2013 I made an on-site inspection of the canopy framing and related connections and find the same in compliance with the approved construction documents. Sincerely, REDA4,c OAA 0 .tks °' 0 AY/ Curtis D. Dybas,RA, CARB t QAC 110 �4 OE TkE STP P d ► 3 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspectio( • trey ,. Queensbury Building & Code Enforcement Arrive: . ' .0 amh 742 Bay Road, Queensbury, NY 12804 Inspector's Initia • NAME: 6- F A.) Q PER #: / 3 -1 le () LOCATION: 0. g L, R( INSPECT ON: -1c//.3 /YPE OF STRUCTURE: X 13 L\ c_:-C\ 9Y N N/A Co‘tMMENTS: Framing OstVisMIk Attic Access 22" x 20" minimum Jack Studs/ Headers Truss Specification Provided Bracing / Bridging 4 4 Joist hangers Jack Posts/ Main Beams k/- 12" 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 11/2 (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 ans water shield 24 inches from wall Fire separation 1, 2, 3 hour ire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X � `-is � Garage side 5/8 inch Type X Ceiling/wall D v_A Windows Habitable Space / Bedrooms 0 _ i? X — N' ' 24 in. (H) 220 in.f above /below grade qt'.\6� Vs?--- -v.,5% —ii. � L,5 � 5.0 sf grade / Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 0513 ftRou h Plumbing / Insulation Inspection a o Office No. (518) 761-8256 Date Inspecti equ «-iv-•: Queensbury Building & Code Enforcement Arrive: °�;1, ,� % - %art: �Z t C) a AP 742 BayRoad, Queensbury, NY 12804 Inspector's Initial�J,s4—� P NAME: (" F PERMIT #: / 3 —i(c„) LOCATION: °tRl _ INSPECT ON: TYPE OF STRUCTURE: _ Y /� N/A► Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test 2,41kV•Init ead P.S.I. or 10 ' above hi hest connection for 15 minutes Pressure T- ,1' -'r.. ;apply Piping ead 0 P.S.I for 15 minutes Insulation/ Residential Check/Commercial Check 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 COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 LO&L 1- 3 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request, e.y e r. Queensbury Building & Code Enforcement Arrive: \�� a PCP 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: IF NAME: /j-f- /0 (3 PERMIT 13— /t201 LOCATION: C INSPEC ON: 7- / 7-13 TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs/ Headers Truss Specification Provided Bracing / Bridging 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 11/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center tk Ice ans water shield 24 inches from wall L� 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 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 Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 0513 Rough Plumbing if Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ;; - F-' - : Queensbury Building & Code Enforcement Arrive: \'L,Wam/ e.-p- :\ Z--3�a p/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 67-F /0 IS PEWIT #: /3- 1(o a LOCATION: INSPECT ON: 7 TYPE OF STRUCTURE: Q . Y N N/A Rough Plumbing /Nail Plates �,� czz‘.17 775 1)1- Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test �� � \� ent )‘• S,7< -iri/ . -ad P.S. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation I Residential Check/Commercial Check 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 COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque • ' = : _ Queensbury Building&Code Enforcement Arrive: \=,�� u Depart: \-3 H an 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial War 1r NAME: (, r .1 P RMIT#: / 3 LOCATION: a,?, C F\d INSPECT ON: 7-/- 43 TYPE OF STRUCTURE: / + • %v.b �� 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/Wailpour 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 pol for wet areas under slab Plumbing Under Slab C%Cast/Copper Foundation-Insulation Interior/Exterior R- 1 11 V Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Buliding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM rkti,tcyb Foundation Inspection Report (f2 akilA ►,o Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: J t-. pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: lT .e ! J PERMIT#: 1 3-- I LOCATION: - � A( INSPECT ON: to-- - TYPE OF STRUCTURE: d Comments Y N N/A Footings Piers Monolithic Slab �� a Reinforcement in Place — 1 The contractor is responsible for ( j providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 4..// k • —A 5 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 j Lot.4l0 i2 Foundation Inspection Report Office No.(518)761-8256 Date InspecJtion request received: Queensbury Building&Code Enforcement Arrive: //s?oam/ ` Depart: wpm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: `i NAME: U F A) cid' PERMIT#: ! - /47 LOCATION: ,h Rd INSPECT ON: Cv —a )—f 3 TYPE OF STRUCTURE: Comments Y j N NL Footings Piers r L� 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:\Bufding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM