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2013-159 e.1411a TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 Q r}, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130159 Date Issued: Tuesday, August 19, 2014 This is to certify that work requested to be done as shown by Permit Number P20130159 has been completed. Location: 10 SILVER Cir Tax Map Number: 523400-309-017-0001-018-001-0000 Owner: SILVER CIRCLE ASSOCIATES LLC Applicant: KAMCO SUPPLY CORP. 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 `. ): owner of the responsibility for compliance with Site Plan, Variance, or =' a f other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 0.h4 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130159 Application Number: A20130159 Tax Map No: 523400-309-017-0001-018-001-0000 Permission is hereby granted to: KAMCO SUPPLY CORP. For property located at: 10 SILVER Cir 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: SILVER CIRCLE ASSOCIATES LLC Commercial/Industrial $1,800,000.00 190 CHAPEL St STRATFORD CT 06614-0000 Total Value $1,800,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2013-159 Kamco Supply Corp. Commercial Industrial 34,550 sq ft metal building $7,946.50 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, May 03, 2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To eensb ;0, F ' a f May 03,2013 SIGNED BY ! for the Town of Queensbury. Director of Building& ode E orcement • .- •1 -7( qt((1- _---------------OFFICE / i i�..-.- ""-"010 OFFICE USE ONLY TAX MAP NO3 CCi( 17 r 1- I g, I PERMIT NO. I cam'15 q FEES: PERMIT RECREATION ENGINEERING APR 21 1013 (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. /l// APPLICANT/BUILDER: � c 6/eeu 'r^fijJ G , , OWNER: Ak4 Atc 2 S4.-ffz-' 45_,' ,i; ADDRESS: 7 f/4'it';4/ Sbz /9 - v p� ADDRESS: �G�N3 /�, /��$ PHONE NOS. 7 / 5( - 72-9c PHONE NOS. 79 9- 7 2-1Z S -41" 57`, �o",g,t/ 7 9 B 7 ,s--- CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: Nike 124$Ye k PHONE: 7473 -37-2-0 LOCATION OF PROPERTY: A0 -5-AL vE i2. C/,2GL. . HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? YES 0 NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: C-42-o'3 1 I PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z 0 cn do LL PROJECT O0 w C W _i LL � l~i W Q d = U ~ W o = 1— OLiZ z 0 < :- w i� � OLL i— LL 0- 206 SINGLE FAMILY I I TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE X1,550 3,1,5-5-o 26/ p" RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: 'f9-fled SdP/GY 48-P, ESTIMATED CONSTRUCTION COST: %l. '/4G/o--J FUEL TYPE: /UST. �/5 HEAT TYPE: ,4-// *HOW MANY FIREPLACE(S): ° AND/OR WOODSTOVES(S): ZONING CATEGORY: C.- 1- ARE THERE WETLANDS ON THIS SITE? /'1 e IS THIS A HISTORIC SITE? /lc) PROPOSED USE OF BUILDING OR ADDITION: 6c/5 i s/ESS OFFtcE r x/9,2 6-AlovSE ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? /10 ARE THERE EASEMENTS ON PROPERTY? /r../ *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in 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 I .o .m agents will obtain a certificate of occupancy. I also understand that I/we are reg . " c ai "•e an as-built survey by a licensed land surveyor of all newly constructed fay ' i .cpltiW.'i . .nce of a certificate of occupancy. i• 'vim C+.n Jy I have read • g � Signed ° ; I � - 4,,p, 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) Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 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: i :UI riofG & CODE •PROVAL ZONING APPROVAL DAT' DATE QUESTIONS? CALL 761-8256 OR EMAIL codesna,queensbury.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 • Revised 4/14/2010 OFFICE USE ONLY C� TAX MAP NO. PERMIT Nal 3---) 5 1 PERMIT FEE ,SNR 2 Ax 2013 APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. /_ OWNER: /' ,4-M!!i0 :5 i#99.41 `vQp INSTALLER: ADDRESS: `d 5/Ale . cvie e ADDRESS: PHONE NOS. 79 X- 7 2-*5— PHONE NOS. LOCATION OF INSTALLATION: ld 5/4_ti• o2 Cr,QCL� YEAR BUILT NO.OF X COMPUTATION _ RESIDENCE INFORMATION: BEDROOMS (Gallons per bedroom) TOTAL DAILY FLOW GARBAGE GRINDER 1980 or older X 150 = INSTALLED? 1981-1991 X 130 = SPA OR HOT TUB 1992-present X 110 INSTALLED? PARCEL INFORMATION: s�E + 7�i5t�,./5 �iv6/"✓IC-/N 4c/6 ":4 Ae 2 96 Z 2--a/-D� ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: /_Dt_ GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYPE: ABSORPTION FIELD(WITH NO.2 STONE) Total length /60 ft. Each trench 'a X .010 ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? o HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to bide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL San ry Sewage Disposal dinance_ codes(o�queensburv.net I �� VISIT OUR WEBSITE FOR MORE INFORMATION Sinatur�of P son R spo-°sible Date www.pueensburv.net �own of Queensbury* Community Development Office *742 BayRoad, QueensburyNY 12804 114 'T Q f� ,� P � 3 -15q g• 1 1 5_3-L3 Revised 4/14/2010 Town of Queensbury Highway Michael F. Travis Department Highway Superintendent 742 Bay Road, Queensbury, NY 12804 Home (518) 798-0413 Office Phone: (518) 761-8211 Thomas R. Vanness Fax: (518) 745-4466 Deputy Superintendent Home (518) 745-0929 www. Queensbury.net DRIVEWAY PERMIT Date: Ae/< . APR 2 /' 2013 Applicant Name: , i`� C� 5'PP l2P, Address to be inspected: Iv 511-1/6-2 ei,ee GE Return Address: 7 Pik(1)1.1`15 � F / z Sc�� Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: Step 1: ( ) Preliminary Approval Need: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12" ( )15" ( ) 18" ( )24" ( )36" Preliminary inspections completed by: Date: Approved by Higway Supt: Deputy Supt.: Upon completion, please resubmit this approved permit for a final approval. Step 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Highway Superintendent Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Town of Queensbury Building&Code Enforcement Office No.(518)761-8256 Commercial Final Inspection Report Inspection request received: J Name: r \ R�{`\(0_06L��\--\\1 1�l Inspected on: s— Location: \ ( , .6 1 L\ e ?_. C-1',ori Arrive: ' me- ..m 1 p.m. Permit No.: \ \ C-1 Inspector's Initials: _' • COMMENTS tJ`\KE oc\c GO ---;, ,C\ / 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 St it Handrail 34 inch-38 inch I Step Risers 7"!Treads 11" estibules 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"(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 1 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. %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 I Sinks 1 Toilets/Mirrors Handicapped Bath!Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch oe....- Handicapped Ramp 1 Handrails Continuous/12 inch Beyond[Both sides] (� ctive Listening System and Signage Assembly Space �(— 1inal Electrical/Flex Gas Piping Bonded ��- \k-....., 0 ite Plan 1 Variance required ,� p�� Final Survey,New Structure!Flood Plain certification,if req. �1� 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!Engine- : - - :s.roval Okay To Issue Tempora or Permanent C/0 NO Okay To Issue C/C Commercial Final Inspection_11 27 12 .ii\L,1/4d 1- 3 Inspection Form o Town of Queensbury Fire Marshal CD Periodic Inspection Date: Time: 742 Bay Road, Queensbury NY 12804 —Re-Inspection9 518 761 8206/518 761 8205 SCO Inspection Permit#: / ' Fire arshals Representative MJ Palmer Business Name: Ka' iMo Location: / ' (7.‘, ( 4e- r C1 Cr-rz_ic-'. GK Stillman Contact: ilio — 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 !uG 514 kQ4k 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 ��s EVAC Plan FC 404.2 Y" TRUSS ID SIGNAGE FC 505.3 4) -/ 9 EMERGENCY LIGHTING: };Y 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 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 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 ;;4,.i51:31 ;GS. :r ,hil^.A Sprinkler FDC may be isct cd Ci:_.i'alth 1 Kitchen Suppression Semi Annual Ciliilg&C�dtS 8oyal I * Fuel Island Suppression Semi Annual ryn Hood Cleaning 3-6-Annual ` 1 a.2 L y4 Knox Box:installed/checked FC506 r\ f • • 4 `VV --- Operating Permit, if required will be issued after Fire Mars Completion of Inspection Tom. of QuEesbc!.. .,___ ,_: Commercial Final Inspection Report Ih,�,� I - & Office No.: (518) 761-8256 Date Inspection requ4er- ed: Queensbury Building & Code Enforcement Arrive: \l ba +/,.. *1 Depart: \'. l5-a pm �? 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: `i_� NAME: I'<ei'V`rl,N) PERMIT • . • 15 LOCATION: / G' c� / / t;<<�F c_i 1.•-Cie DATE: - -3 COMMENTS: Yi N NA Chimney/ "B"Vent/ Direct Vent Location Plumbing Vent Through Roof 6"/ Roof Complete 1 — E1-� L1Dt-- -titi Exterior Finish/ Grade Complete 6"in 10'or Equivalent Interior/ Exterior Guardrails 42 inch Platform / Decks ��I. � - 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"(I)/ Canopy or Equiv. 4/ Gas Valve Shut-off Exposed & Regulator (18") Above Grade Floor Bathroom Watertight/ Other Floors Okay Relief Valve, Heat Trap / Water Temperature 110 Degrees Maximum J Boiler/ Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/ Ventilation Combustion E 1�c� � 6C-6 Low Water Shut Off For Boilers J Gas Furnace Shut Off Within 30 ft. or Within Line Of Site _ Oil Furnace Shut Off at Entrance to Furnace Area I GDO''\ \ \ DOD: Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 1/2 doors / > 10% > 1000 sq. ft. J/ 3/4 Hour Corridor Doors &Closers ./ b Firewalls/ Fire Separation, 2 Hour, 3 Hour Complete/ Fire Dampers \ F / Fire Doors 1� Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame f/ .,, Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" ,/ t'� �-��CA�`�`�� Smoke Vents Or Fan, if required I �,G l�k _Q g � Elevator Operation and Signage/ Shaft Sealed ✓ 1�Handica ed Bathroom Grab Bars Sinks Toilets Mirrors ii/ C ��`'0 PP / / /Handicapped Bath/ Parking Lot Signage ��P��Public Toilet Room Handicapped Accessible ' Handicapped Service Counters, 34 inch, Checkout 36 inch Pc�� Handicapped Ramp/ Handrails Continuous/12 inch Beyond [Both sides] k 121,0E17 Active Listening System and Signage Assembly Space / Final Electrical/ Flex Gas Piping Bonded J 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" DC)WaWater ter Fountain or Cooler Building Access All Sides by 20'/ Drivable Surface 20'wide I/ Special Inspections_ En•ineer or Architect Approval -• Q— \I~ ik\k) Oka To Issu= em.ora it Permanent 0 ) r '\I Okay To Issue C/C (�V Commercial Final Inspection Report revised 11-27-2012 4 JHENNESSYJ Engineering & Consulting William C.Hennessy,Jr. P.E. November 21, 2013 David Hatin,Director Buildings and Codes Town of Queensbury 742 Bay Road Queensbury,NY 12804 Re: Progress Report Kamco Supply Corp. Silver Circle Dear Mr.Hatin: I have visited the proposed Kamco Supply building on Silver Circle to review progress. Building construction appears to be in substantial compliance with the approved drawings, and specifications. Please review this information in anticipation of providing a Certificate of Occupancy. Thank you and please contact me anytime with questions or comments. Sincerely, ,/ William C. Hennessy,Jr. P.E. Cc: Mike Robyck, Parker Hammond P.O.Box 118, Voorheesville,NY 12186 • hennessyec@verizon.net • Plume: 518-475-1670 Inspection Form 4 .5p , 0 Town of Queensbury Fire Marshal O Periodic Inspection Date. Time: 742 Bay Road,Queensbury NY 12804 o Re-Inspection 518 761 8206/518 761 8205 CO Inspection Permit#: 16 9 Fire Marshals Representative ?<MJ Palmer Business Name: K9rYNck o upP/y Location: 1 n S. lv6 t CI nc GK Stillman Contact: /YNIUE 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 Gl` �L ç o t Sign:Normal FC 1011 &FC1029 _ Sign:backup FC 1011.5.3&FC1029.7.5 AISLES: �Q �.iC -4:CeL Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 'J 5c'NNlt :+'r- FIRE EXTINGUISHER: Hung FC 906 ) rn I b-1 UM,\ n�ti Inspection of extinguisher FC 906 EVAC Plan FC 404.2 "' £" n SynS rlr rcy II6V-rtl'Y`C! TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 �- tJ 'C- 1 3 t90 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 ` ? )? ��P i1- F.D.Signage- FC 510 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 Emergency Disconnect FC 2203.2 21 DAYS lnsp 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 I _ l Office No.: (518) 761-8256 Date Inspection r-A refeived: / 1//11/. 1/ 3 t Depart: .� am Queensbury Building & Code Enforcement Arrive: \• 1 giti, p .��'n 742 Bay Road, Queensbury, NY 12804 Inspector's Init . ;V. NAME: V- A*M C 0PERMIT #• ( 71 LOCATION: 119 >i v/-f,1 C k rc L DATE: 111111111111=1 / COMMENTS: Y/ N NA Chimney/ "B"Vent/ Direct Vent Location / Plumbing Vent Through Roof 6"/ Roof Complete V V Exterior Finish /Grade Complete 6"in 10'or Equivalent f Interior/ Exterior Guardrails 42 inch Platform / Decks ✓/` AM ( Interior/ Exterior Balusters 4 inch Spacing Platform / Decks yStair Handrail 34 inch-38 inch / Step Risers 7"/Treads 11" `...--7 Vestibules For Exit doors > 3000 sq. ft. //li l lr\ r (-) All Doors 36 inch w/Lever Handles/ Panic Hardware, if requiredExits 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 I 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 ✓di 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/z doors > 10% > 1000 sq. ft. 3/4 Hour Corridor Doors &Closers • Firewalls/ Fire Separation, 2 Hour, 3 Hour Complete/ Fire Dampers / Fire Doors A \V- %-kit iCeiling 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 oil—rJG� Handicapped Bathroom Grab Bars/ Sinks/Toilets/ Mirrors �/ — V`6 �'� Handicapped Bath/ Parking Lot Signage O N V `r�.�1+Et %�� Public Toilet Room Handicapped Accessible '(/ Handicapped Service Counters, 34 inch, Checkout 36 inch 5\C ►-3E�c�5 "N L� �- Handicapped Ramp/ Handrails Continuous/12 inch Beyond [Both /E -;" LO. til '� sides] ,//�� c -x �� .t� Active Listening System and Signage Assembly Space ✓ 6\bt Final Electrical/ Flex Gas Piping Bonded _ Site Plan/ Variance required —,.h cT Ce--)- i F1CANtinc Final Survey, New Structure/ Flood Plain certification, if req. ' t..3:-_-_c-�l' c`�- `��' �'��`�u P�� As-built Septic System Layout Required or On File f.---- 7. 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CLa a,h�aS � goe, A,t �, W Al kKOtA.ILt aS FO2EST HILI-�PitR_1C__�_ _ T.w" or �qu _-. __.. -_: ...awaN Cea, LITK N•Y Se Aa.a tee too 'D tT i'. !'t4RaN 12, t96a� ltc ENSLo PRe Ptii\.4w1 \_awp suklM\•l, -^ISR Gp_aV'CE , my, M- IC ST fres L.14- Nio.iJi^6'S 17 ATuM yE► tE+lL Atntex Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ•, •c•iv: : Queensbury Building & Code Enforcement Arrive: ° > li 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: Co _4) L Pel_ PERMI #: LOCATION: 10 11 WJE C. i_E INSPECT O1V: q-?)D TYPE OF STRUCTURE: 7/N N/A COMMENTS: Framing Attic Access 22" x 20" minimum ,�. �5 '7 Jack Studs /Headers Truss Specification Provided Fob DFF c—F 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 Ice ans 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 /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade :_v_ca C' nEQ- 5.O sf grade Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 0513 THENNESSYT Engineering& Consulting William C Hennessy,Jr. P.E. September 23,2013 David Hatin,Director Buildings and codes Town of Queensbury 742 Bay Road Queensbury,NY 12804 Re: Progress Report Kamco Supply Corp. Silver Circle Dear Mr. Hatin: I have visited the proposed Kamco Supply building on Silver Circle to review construction, including footings, foundations, and framing. Building construction appeared to be in substantial compliance with the approved drawings,and specifications. Attached is a revision to the floor plan depicting two new closets. The walls of both closets are non-bearing partition walls. Thank you and please contact me with any questions or comments. Sincerely, IP / / r William C. Hennessy,Jr. P.E. Cc: Mike Robyck, Parker Hammond P.O. Box 118, Voorheesville,NY 12186 • /rennessyec®a verizon.net • Phone:518-475-1670 W6c1 /-3 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque - •: Queensbury Building & Code Enforcement Arrive: \= 7a a eart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: /,/ NAME: �{ P' 'MIT #: /3 LOCATION: /DIA `.xv I "SPECT ON: -/h'/3 i. L*-� TYPE OF STRUCTURE: Y N NIA i cat_'zw Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 '/Z 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. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 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) /----7 c V\D1 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 - _ eca,e Rough Plumbing I Insulation Inspecti n Report Of Office No. (518) 761-8256 Date Inspection eq r-Ay' ed: l , Queensbury Building & Code Enforcement Arrive: 14.-th" -part: Mr a • 742 Bay Road, Queensbury, NY 12804 Inspector's !nib-I y4 L/ NAME: q ifv\-C-G S a;Z`A 60 PER #: 2ji 3 -/5 LOCATION: 10 INSP CT ON: TYPE OF STRUCTURE: C. l i ,C SD S- 794 Y N NIA Rough Plumbing I Nail Plates Plumbing Vent/Vents in Place 1 '/s inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/chanC a of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above hi best connection for 15 minutes Pressure Test Water Supply Piping Air/Head for 5 minutes 1 Insulatio / : -sidential Check/Commercial Check A I N' -� = or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Su• • for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r- e.,ived: Queensbury Building & Code Enforcement Arrive: ,''"2,4r - ,A�► rd -part: 1. aj p 742 Bay Road, Queensbury, NY 12804 Inspector's In . ia PER #: \ —1.hk LOCATION: \I _�.h\L.�_� C' � C' INSP CT ON: - \2, --13 TYPE OF STRUCTURE: 11!...2t. NIA , Rough Plumbing /Nail Plates Plumbing Vent I Vents in Place 1 '/4 inch minimum Drain Size Washin. Machine Drain 2 inch minimum Cleanout every 100 feet I change 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 Insulation / Residential Check/ Commercial Check 1�1Cty Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent OF CE Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation LIJP\QE\--\ak%E t-\i E If required unheated spaces t ," ` 1 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 Inspection Report Office No. (518) 761-8256 Date Inspection . ed: Queensbury Building &Code Enforcement Arrive: 41,5:47 !-part: 742 Bay Road, Queensbury, NY 12804 Inspector's Initia = — NAME: 1-‹ Ar? _ PERMIT#: k LOCATION: to INSPECT ON: 1- TYPE OF STRUCTURE: Y i N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers B>�an gir►g-- \-\-k CF Jois hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. \-7 60? Stairwells 36 in. or more Exterior Deck Bracing C V-\ ,&) Headroom 6 ft. 8 in. H• Notches/ Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'h(w) 16 gauge (8) 16D nags 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 'A 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-OLD\Building&Codeslinspecton Fwms\Framing Firestopping Inspection Report.doc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques - .=' • Queensbury Building &Code Enforcement Arrive: •-_ AdM• =•art: I aj 1i 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 1,4 aMc ,z) \PPLA PERMIT #: 1,-2)-tS -A LOCATION: �a ,� ,t c=R �(' � INSPECT ON: ci-it- \-3 TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent I Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change 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 I Head 50 P.S.1 for 15 minutes - Insulation /Residential Check/Commercial Check lRrtAv Tyvek or Similar Exterior Sealan Proper Vent, Attic Vent Door/Window Sealed (No Insulation) c-t�LL FoQ Duct l Hot Water Piping Insulation c2--E_cir\ If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape OFFtLE. E-X��ERtoC2N i LL ) 7.-‘ COMMENTS: K T o 100 57- i�l_l 1.—WEK AO \- - \ D= 'c3c) EERY-To 6 6 Cc s 2 Fo# - R) -A--eV 0E- 'v.� o F�cF AOc) -E • '-"\e "1-\ Po‘>J OF O�FtCF tORREub Rough Plumbing insulation Report.revised Nov 17 21.0k, : - 0 :ry , ••4, = January 7,2008 frlit-t‘ tRou h Plumbing / Insulation Inspection Re orC Office No. (518) 761-8256 Date Inspection requ- + ed: Queensbury Building &Code Enforcement Arrive: 7.2 O a t,•„ i.:i -part: - a , •m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial-J11/,, NAME: 6D PER #: LOCATION: J/) `S :4 c :2 INSPECT ON: 113 TYPE OF STRUCTURE: (\ --As N N/A Rough Plumbing I Nail Plates Plumbing Vent I Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction P -=. r- - t s.// Air/4011.1 5 P. .1. or 10 ft. above highest connection for 15 minutes Pressure Test b/ Water 'ping Air/ \\/ 50 P. .I for 15 minutes Insulation / Residential Check I 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 Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Septic Inspection Report J I } Office No. (518) 761-8256 Date Ins.- on .. • eiv• •: I ) 13 Queensbury Building &Code Enforcement Arrive: * ��C e• •epart: "�a�i a 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s/�A' 0 tA.-� C.�J rI ° NAME: � PE'r IT NO.: ' LOCATION: 1 . 1 i. ✓?- IN'•ECT ON: WW1 ' 1 RECHECK: Comments and/or diagram Soil Type: Sand/ Loam / Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' +/ - Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y,.� N Inlet/Outlet Pipes&Baffles )4 Y_ Manholes 12"or less below grade _;__. N [provide extension collar if Yes] Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan Y N? JiSk� �� Engineer Report and As-Built Y •_._ N �� V� ETU Maintenance Contract _Y_ N � �� provided N\`'� O Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: pproved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved l:\Pam Whiting\2010\Buliding Codes Forrns\Inspection Forms\Septic Inspection Report03 29 10.doc ') ( 3-1'6 Septic Inspection Report Office No. (518) 761-8256 Date Insitecti9n request received: Queensbury Building &Code Enforcement Arrive: i/.5 am/p Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: I) NAME: X6 M PERMIT NO.: 13- 15 LOCATION: IC, S I I o er 6--f; N INSPECT ON: W f , .'% .3 RECHECK: Comments and/or diagram Soil Ty71 e ,Loam/ Clay Type of Water: u ik / Well Water Waterline separation distance ft. Well separation distance ft. Other wells: . h ft. Well Casing Length 50' +/ - Y N/A [150'to well required if NO] Absorption Field: Total length 1(=4) ft. Length of each trench /2 ft. Depth of trenches 2- 3 ft. Size of Stone 2... Seepage Pits: Number - -------- Size: ______L)/A,____ Stone Size: Piping Size Type Building to tank y'' Al L Tank to Distribution Box V k Vfib R Distribution Box to Field/ Pit V.' „ANL. Opening Sealed: Y.__N End Cap _YN Inlet/Outlet Pipes& Baffles Y'Y N / �; / Manholes 12"or less below grade _Y Q N ri15h ii iaCr-i &1- �('A/�'1 [provide extension collar if Yes] _Y N Location / Separations t� Foundation to tank !o ft. Foundation to absorption -2 ft. Separation of Pits w'- ft. Conforms as per Plot PlanY_N .� `` Engineer Report and As-Built ;'Y^ N L ��-c e � f.- °` ,---.3,/J A/b ETU Maintenance Contract _Y_ N /` J' /f / ��,� c ' /i rim provided 4e a /),eA e "1 ,i/yd Location of System on Property: ye Fron Rear Left Side Ri ht Sid Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office —W— Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc - /() Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Y'// Z/ 3 Queensbury Building & Code Enforcement Arrive: ii/I am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:_ NAME: KNiv.. co) PERMIT#: LOCATION: to 5. C c I f INSPECT ON: TYPE OF STRUCTURE: Y / N N/A COMMENTS: *aming //'� Attic Access 22" x 20" minimum �r``.1_ e w,- w.// Jack Studs /Headers "`! ° '"'" r j'« rti6' 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 Ice anis 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 Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 0513 rr ; Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque - Queensbury Building&Code Enforcement Arrive: /Am/►•, i ► part: .– 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: (—I 4 NAME: AO(0 CZ RMIT#: /3 / LOCATION: / 7 ; 10 E r C i!t16 INSPECT ON: '9 – La– TYPE OF STRUCTURE: Commentt fr e S 0 C�� Y N N/A Footings Piers Monolithic Slab Reinforcement in Placet12/Z 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 Insulatio" i terio erior R- VC) Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report 1 _ Office No.(518)761-8256Date Inspection "-*• ved: Ll Queensbury Building&Code Enforcement Arrive: .2."1!': . r • •part: dirdfil pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. 0� I NAME: V:aM ( C . S" ' RMIT#: LOCATION: j D `), u-Kn ( t r.( (P INSPECT ON: 7AWIW TYPE OF STRUCTURE: zz�� Z '✓\ .V -C-\ VD ►v Comment .S \-\-: ts)\ —\ 1 3\ Y N N/A Footings • /ie xs - 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 ackfi11 Approval Plumbing Under Slab 0 PVC/Cast/Copper 4 Foundation Insula ' n Inte ' Exterior / ' R- llp Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundatlon Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM wed, I -3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request : ', -s: Queensbury Building&Code Enforcement Arrive: = •, b epart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: 7 Ir NAME: la M ea -ERMIT#: / 3f5 / LOCATION: / 0 3 j J v e r (► (t INSPECT ON: '7— 16 -/ 3 TYPE OF STRUCTURE: Z 1 �CeE_ \O * Comments Y N ISADQ t eva e 1, lb Footings J 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 0,t 6 inches above footing 6 mil poly for wet areas under slab ‘,//' V ackfill Approval •/ Plumbing Under Slab N/i VC /Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\1nspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM "letuLdt-LIck' 3 Foundation Inspection Report Office No. (518)7614256 Date Inspection reque- e- -i ed: Queensbury Building&Code Enforcement Arrive: \'.Q gam/.ii Depart: UL : ,,,p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ( NAME: Cx� ci> PE`i t T#: / LOCATION: t h,(4 INSPECT ON: 5 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 V L Ak ) '?c) 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\Bufiding&Codes\Inspection Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection r est 4- v : Z j Queensbury Building&Code Enforcement Arrive: 'r: / Depart: VaLir pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: , NAME: �__( () _ LOCATION: / /) S , \ v{'- ( c 1 (' INSPECT ON: y2-17/ 5 TYPE OF STRUCTURE: Comments Y N/A outings t�v- V- --- / ,t tyMt`6 iers Monolithic Slab / 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 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 mid for wet areas under slab Backfill Approval Plumbing Under Slab r� 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 Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM %T3 Foundation Inspection Report ( I Office No.(518)761-8256 Date Inspection ue .01F v= Queensbury Building&Code Enforcement Arrive: I: lit t pm i epart: I =[a� � 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial ' NAME: 1><C2-vYvL C) PERMIT#: / 3- /5 ` LOCATION: ,S �I�'L`� t .¢ L INSPECT ON: 5- a`/--1 TYPE OF STRUCTURE: , , y „C\AILS .-0 Comments 10 ��e t 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 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab C/Cast/Copper •-% Foundation Insulation Interior/Exterior R- ‘n 2 1 FoNA Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Foam\Building&Codes\Inspection Fonms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report ( Office No. (518)761-8256 Date Inspection u Queensbury Building&Code Enforcement Arrive: `:7 i iL► F Depart: '�/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:III NAME: t'-.4___ 'ERMIT#: / 3 LOCATION: .‘111P1 PI ',i• ' INSPECT ON: -5-- ,) 3—I 1 TYPE OF STRUCTURE: Comments Y NL Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. /Mate/Materials for this purpose on site. rials /Waupour Reinforcement in Place /14/,/ - 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM I 3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ• : Queensbury Building&Code Enforcement Arrive: Z:ljy: .em,�Depart: p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials r Q NAME: {1' e.o P4IT#: 3" `J / LOCATION: D S t v (' r'C' INSPECT ON: 13 TYPE OF STRUCTURE: Comments Y N N/A Footings R Piers Monolithic Slab —cc) a 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/Walipour 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 lues 1-- 3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque'i Queensbury Building&Code Enforcement Arrive: �'L : • 4• , epart: Is- : . pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: _ `,--- NAME: n . . . T#: 13 1 5 9 LOCATION: -----14-----fi1 V °lam r e_c r INSPECT ON: S- ol:1-- 13 TYPE OF STRUCTURE: Comments Z '5TH 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 Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width • inches above footing 6 mil poly for wet areas under slab 0;::?:'r., 'j . APProval _tC Plumbing Under Slab ` ‘5C • —�J P C/Cast/Copper oundation Insulation Interior/Exterior 7 R- 1C) 7 " ,'ts\\ 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 M tPrvi. o ( l" 3 Foundation Inspection Report ( ) ; 3D) • Office No.(518)761-8256 Datetion =. - • .-iv .: Queensbury Building&Code Enforcement Arrive: L1 : , pm , Depart: \7_.:5-4 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti:t s: ,At'' NAME: K a.,„&to t LT RMIT#: / 3—/ S 9 LOCATION: /b .S1 I t J G r 1:,i r01 e $ SPECT ON: 5 0 /:3 TYPE OF STRUCTURE: ."-vd Comments • 7 � � Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing 4 for 48 hours following the placement of the concrete. Materials for this puryose on site. Foundation/Wailpour1l t v�5 3 i4r.\ Reinforcement in Place " Footing Dowels or Keyway in place [A v_..'\ Foundation Dampproofmg :),_ % - Foundation Waterproofing u` D Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil polylor wet areas under slab Backfill Approval ._ `! -,,- I 9 Plumbing Under Slab VC/Cast/Copper F-IP oundation Insulatio• ital. xterior R- 4 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 I� P rt Office No.(518)761-8256 Date Inspection �',;1 e .i ed: 14)-d 13 Queensbury Building&Code Enforcement Arrive: Z.:- :; .s' .p Depart: Z.avr � 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial : 4ff NAME: OSA.,-v ""/ i P ' T#: oRO 13 `/ I / LOCATION: //) c11114-ejt`r,- I ,ECT ON: liM ,rIR,, 13 TYPE OF STRUCTURE: 3 6.75-0 S h&c-C al on ment Y iNA Piers ,f � ' Monolithic Slab o 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:\Buliding&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Cry � � ' _ Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ;.s''*�� iv •: / /3 Queensbury Building&Code Enforcement Arrive: \ --..4), ,y , Depart: ' ' ' . pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial /'- NAME: l'(---.04---i---Y-1 ( C ; S--'W le// I T#: / 3 - /- l cLOCATION: , L -° ( c i-E=.� SPECT ON: TYPE OF STRUCTURE: ��// y Comments k\-- - Y N N/A Footings L i V� Piers u \-\z,,, 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. ..- oundation/Walipour 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 SIab 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 T- 3 Foundation Inspection Report 4,40,-w.'-:7.4. ) Office No.(518)761-8256 Date Inspection requ-. : •' I: = 60—k0',--0C2) Queensbury Building&Code Enforcement Arrive: 116- :� : Depart: 1-,"t. 1 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: s• ,� NAME: p: Y`� (7 :/ I T#: / 3 - / 5 l LOCATION: 5 d 1 v c°r -r �E3 t 7 PECT O : .� C'�I N .5=- x/3 TYPE OF STRUCTURE: 01 ./.4.4.., G-_\ g/ __ Comments VIII N/A I 6-'"' `.Footings a, ! 3 ) Piers -\N / ... t/ -C--_-V) Monolithic Slab Reinforcement in Place 1— The contractor is responsible for 1 — -j )\/ providing protection from freezing for 48 hours following the placement ,N)E- �7 _\-s7 of the concrete. Materials for this purpose on site. . Foundation/Wallpour // V\ - Z '� \V Reinforcement in Place I Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing 1, 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\Buiiding&Codes\Insertion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM