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2013-486
TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 �� Q r7� Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130486 Date Issued: Thursday, June 19, 2014 This is to certify that work requested to be done as shown by Permit Number P20130486 has been completed. Location: 375 BIG BAY Rd Tax Map Number: 523400-309-017-0001-013-000-0000 Owner: ROSEMARY & WILLIAM THREW Applicant: ADIRONDACK TRUCK REPAIR, LLC 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 (--- t; �1 owner of the responsibility for compliance with Site Plan, Variance, or G `�f other issues and conditions as a result of approvals by the Planning Board Director of Building& CodInfotc`ent or Zoning Board of Appeals. Temporary Certificate of Occupancy 90 Day Building Permit No. : 2013-486 Property Location : 375 Big Bay Road Property Owner: Adirondack Truck Repair Approved for the following uses: Commercial Conditions of approval: 1. Complete exterior finish grade. 2. Place permanent landings and walkways at north end required exits. 3. Install handicapped&no parking signs at designated parking lot location on approved site plan. 4. Secondary containment required at storage area for motor oil storage tanks. 5. Complete and certify site work as per approved site plan. $100 fee received on: April 14, 2014 90 Day Temporary CO expires on: July 14, 2014 *A final inspection for this project must be scheduled before the expiration of this Temporary Certificate of Occupancy— if your project is not complete within this 90 day period you will be subjec to additional fees* i Signature of Applicant: i / J Printed name of Applicant: J-Q�� l JkcR -P/1 4.4 Director of Building & Codes: David A. Hatin Town f Queensbury . Building & Codes Office Dept. of Community Development 742 Bay Road, Queensbury, NY TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 .31 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130486 Application Number: a20130486 Tax Map No: 523400-309-017-0001-01 3-000-0000 Permission is hereby granted to: ROSEMARY&WILLIAM THREW For property located at: 375 BIG BAY 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: ROSEMARY& WILLIAM THREW 21 EAGAN Rd Commercial/Industrial $2,000,000.00 QUEENSBURY,NY 12804 Total Value $2,000,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2013-486 Adirondack Truck Repair Comm New Build 20,000 sq ft $4,600.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, October 30,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow of Quf sbu 41 W• 'n;1. - I ctober 30,2013 vfii'J SIGNED BY \ for the Town of Queensbury. Director of Building&Code Enforcement 3D9, 17- 1 - 1 ----------;010. t. OFFICE USE ONLY : L} i 1, TAX MAP NO. O PERMIT NO. 1 �Q 7 ', OCT 1 1 2 ' FEES: PERMIT ��.Cid`RECREATIONENGINEERING G I` ' 013 --� � (If applicable) , - a,.R BUILDING_ & GOOFS 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: ` ttslaP r(UGtt�S OWNER: .l (ii PALS. gory 430 $'( gopwo ADDRESS: o ___l(__�i�O4 ADDRESS: 5u ,f4 ___ PHONE NOS._.?* "121045_ PHONE NOS. __ N IS SUBJECT TO pa GANISw-t PERSON FOR BUILDING & CODES COMPLIANCE: ,___PHONE: 5SO-F 1.D LOCATION OF PROPERTY:_S(ii,t $k.6* ro C) &L. ei t,( HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? 2"V"--E'S ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: IX WN _its( 20_1:3 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR Z O O d a LLI0 I- cn PROJECT 0 < O O w H W 0 � J I- ct J 0 i tL Q C7 U Z < < r � cv � DOLL O- LL 0_ 105 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS_ _) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE ETAIL- MERCANTILE FACTORY OR ~ f Go! �OO fD,ow Aat . ATTACHED l,-.. 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—NAMEkkOF BUSINESS:_ • Gt— j�I ESTIMATED CONSTRUCTION COST:"j.,wOt bD FUEL TYPE: 4.1gr 0p6/WP61MC9lL HEAT TYPE:-. "HOW MANY FIREPLACE(S):_ t4t4i AND/OR WOODSTOVES(S): ti_464 ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? (` IS THIS A HISTORIC SITE? ___ PROPOSED USE OF BUILDING OR ADDITION: _ jr Alm ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN?_ 147 ARE THERE EASEMENTS ON PROPERTY?_ ___ � 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 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. ee • the above. Signed aolt ��'---- ----- --- --- 4n/4m/7-- 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: 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 Revised 4/14/2010 PROJECT NAME: 1116.' %{,I�i �1 Office Use Only Staff Initials: BUILDING PERMIT SUBMISSION Date: CHECKLIST FOR: MULTIPLE DWELLING OR COMMERCIAL PROJECTS 1. Building Permit Application Completed? Ye,s. No N/A 2. Energy Code CommCheck and Inspector's Report Form? (2 copies) 3. Septic application completely filled out? (if applicable) V 4. Electrical inspection agency selected? ✓ 5. Two (2) sets of the plans for each of the following: a. Floor plan(s) ✓ b. Foundation plan c. Cross Sections d. Elevations e. Design loads including floor, snow load and wind load Oe4 �liTe4AG1td-A f. Seismic design (required after January 2003) M g. Plans signed and sealed by registered architect or engineer h. Window and door schedule ✓ 6. Two (2) site plans showing location of the structure to be built, location of well or water lines, location of septic system or sewer line with all setbacks and I separation distances shown,. andj� allimprovementsimprovements to the property �ij -Reit� .( iJN em 44.(A-1-1,44,45 Mie 1• 7. Solid Fuel Burning or Gas Appliance Form (if applicable) 8. Driveway Permit Town of Queensbury'' Community Development Office '` 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 ELECTRICAL INSPECTORS [REVISED MARCH 2010] THE FOLLOWING ELECTRICAL INSPECTION AGENCIES ARE CERTIFIED BY THE TOWN OF QUEENSBURY TO PERFORM ELECTRICAL INSPECTIONS: Name/Address of Business Inspector Contact Number(s) Commonwealth Electrical Donald Loveland Local: 800-562-9934 4 Inspection Services Ron Mumblo Ron: 518-798-0905 176 Doe Run Road Manheim, PA 17545 Middle Department Ray Novak Main Office: 800-873-6432 143 Troy Schenectady Road Local Office: 800-479-4504 Watervliet, NY 12189 518-273-0861 Ray: 518-369-6614 The Inspector, LLC Richard Moon Main Office: 800-487-0535 4755 McConchie Road Douglas R. Hull Local Office: 518-882-6140 Galway, NY 12074 Brian D. Sweet David J. Irwin PLEASE NOTE: WE CANNOT RECOMMEND AN INSPECTOR PLEASE ASK YOUR CONTRACTOR WHICH AGENCY THEY PREFER TO INSPECT THEIR WORK. Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 'of Queensbury Building&Code Enforcement I h CLJ>~d ,— 3 Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: ''�� � Name: � � 1/l.€_. . r�- IR�O.VLL Inspected on: (.Q --/CF-141 Location: 3 ?i iSeci Arrive: ; 2'� a.rrl* Permit No.: / 3-- gto Inspector's Initials: / COMMENTS Y / N NA Chimney/"B"Vent/Direct Vent Location • �� Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish I Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Platform/Decks J " Interior/Exterior Balusters 4 inch Spacing Platform/Decks e4 Stair Handrail 34 inch—38 inch I Step Risers 7"I Treads 11" /iji Vestibules For Exit doors>3000 sq.ft. I All Doors 36 inch 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 xy . Relief Valve,Heat Trap!Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site I ii, 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 I Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers I Fire Doors f 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 I Toilets/Mirrors Handicapped Bath/Parking Lot Signagei. / Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides] \ Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded 1?� , Site Plan/Variance required J \I!) Final Survey,New Structure/Flood Plain certification,if req. /cam n 0') / As-built Septic System Layout Required or On File P Building Number or Tenant Address on Building or Driveway 4" ij/ Water Fountain or Cooler �� i Building Access All Sides by 20'/Drivable Surface 20'wide .149,\,, Special Inspections!Engineer or Architect Approval � ./ Okay To Issue Temporary or Permanent C/O C Okay To Issue C/C Commercial Final Inspection_11 27 12 Inspection Form 4 Town of Queensbury Fire Marshal O Periodic Inspection Date:�)�)1f Time: a 742 Bay Road,Queensbury NY 12804 o Re-Inspection QQ�� 518 761 8206/518 761 8205 'b CO Inspection Permit#: 13- 5(,) Fir Marshals Representative MJ Palmer Business Name: -iNsaCIwffif I1 Location: 27f S'c•- (1.-3,y9 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&FC1029.7.5 AISLES: SC_Cril Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11CONACI'Vv4V")\-- FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 alkA OSA-v9' EVAC Plan FC 404.2 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: C Interior FC 1006.3&FC1029.8 �, �`1 y Exterior FCis 1l FC 36 Clearance to Electrical FC 6/Labeled Electric Wiring Enclosed/Labeled FC 605.3.1 COVN\OCIA /Or Combustibles in Equipment Rooms FC315.2.3 F.D.Signaqe- 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 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 Inspection Form { 3 v Town of Queensbury Fire Marshal o Periodic Inspection Date: 1.4/4117 Time: O 742 Bay Road,Queensbury NY 12804 o Re-Inspection 518 761 8206/518 761 8205 d CO Inspection Permit#: 1-3—1-16f, iMarshals Representative J Palmer Business Name: 4 )Ue- i2t:Pal a-- Location: (. 7 C- :Gt ('1 2Y) GK Stillman Contact: r' Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sign: Normal FC 1011 &FC1029 Tin f"' 40 Sign:backup FC 1011.5.3&FC1029.7.5 ,�.t2 ' To�y AISLES: Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906eel,IN &Ay co aT1•Qri\t trtirqr Inspection of extinguisher FC 906 J EVAC Plan FC 404.2 1 J}4 JO A--r .(46 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: n Interior FC 1006.3&FC1029.8 A-0.CA- t-Olr\ Pa 0 t, Exterior FC 1006.3 Clearance to Electrical FC 605.3 i t6 � �� Electric Wiring Enclosed/Labeled FC 605.3.1 5 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 I " ' : ' i� i I Sprinkler FDC m8 1 „� app 0181 Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual t, Hood Cleaning 3-6-Annual Af 2D `t Knox Box:installed/checked FC506 Operating Permit, if required will be issued after r,;hal Completion of Inspection 0 0` k Town of Queensbury Building&Code Enforcement ‘'-Oo '': Office No. (518)761-8256 Commercial Final Inspection Report De\' Inspection request received: `/ `, (� ` ' Name: f� I 1 Rera)B64 TRUGCI riL�rAt(3 Inspected on: LA-1 `"1 Location: \31 3 B\ GM P ( \ D Arrive: a.m./ p.m. Permit No.: \ `1-\ (0 Inspector's Initials: • COMMENTS Y , N NA -1-r- W CO COXMc - Chimney/"B"Vent/Direct Vent Location _ Plumbing Vent Through Roof 6"!Roof Complete V CO tVL_E_\1= C-_'' 1tS Exterior Finish 1 Grade Complete 6"in 10'or Equivalent T VirltFi31 b \ CR\PC)E-a Interior!Exterior Guardrails 42 inch Platform 1 Decks ✓ Interior!Exterior Balusters 4 inch Spacing Platform/Decks ✓/ RCaG FER a)3Et -I-• Stair Handrail 34 inch-38 inch I Step Risers 7"/Treads 11" V 1_ too f t 4,1 v��R(r � Vestibules For Exit doors>3000 sq.ft. ✓ )3 0 9T1-1 E.I.S0 R F r ovik -D All Doors 36 inch w/Lever Handles!Panic Hardware,if required 1 eX-\T"7 • Exits At Grade Or Platform 36"(w)x 44"(I)!Canopy or Equiv. Tca_' i Gas Valve Shut-off Exposed&Regulator(18")Above Grade f t+-. b"V,FIS N1-7W‘CI; C) Floor Bathroom Watertight/Other Floors Okay V0 L VF‘RYt t 81WIJ Relief Valve,Heat Trap I Water Temperature 110 Degrees Maximum V Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System ?�1GtJ�TCr }� �` Fresh Air Supply for Occupancy/Ventilation Combustion \_ V' l_.00_A T 101] (:)1 Low Water Shut Off For Boilers f 'et 7 0'3 E.0 � 6" Gas Furnace Shut Off Within 30 ft.or Within Line Of Site V J Oil Furnace Shut Off at Entrance to Furnace Area V/ Room(2 hr.), 1 %2 doors > 10%> 1000 sq.ft. ✓ 1T- Stockroom/Storage/Receiving/Shipping GCt`"IQ1_�\ L- C€�T\�`� '.Hour Corridor Doors&Closers // f `���0�,1 Kt. C7E Firewalls I Fire Separation,2 Hour,3 Hour Complete!Fire Dampers I_ ire Doors Y �h (� iaik Ceiling Fire Stopping,3,000 sq.ft.Wood Frame `�Rov�� 1'^ 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 I Toilets/Mirrors V / sHandicapped Bath/Parking Lot Sianaae -res\c /Public Toilet Room Handicapped Accessible f •, Handicapped Service Counters 34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides] I l Active Listening System and Signage Assembly Space i .1.Final Flectricall Flex Gas Piping Bonded Site Plan I Variance required T t`-NlP Final Survey,New Structure/Flood Plain certification, if req. I/As-built Septic System Layout Required or On File J Ek•-)Gt0EE ` REQ 9T Y Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'!Drivable Surface 20'wide Special Inspections/Engineer or Architect Approval Vr Okay To Issue Temporary or Permanent C/O 9 ,O C3 7-F1-'1c) v Okay To Issue CIC \ 660 N Pi_C -1 Vr\--- 0 i't 1 DD o 00 t Commercial Final Inspection_11 27 12 Tuwii ui Queensbury Building g&Code Enforcement Office No. (518)761-8256 Z-0 OD VA Commercial Final Inspection Report Inspection request received: Name: _140±E p pAC - ``11aC'4 t�E\6h '"".Inspected on: `-1-i Location: @1 AG P 4ROC210 Arrive: Aar '' luffmr a. w i p.rr�.),/ Permit No.: I.7) _'-\'ZQQ40 Inspector's Initials: Al / /f COMMENTS Y N NA Chimney I"6"Vent I Direct Vent Location /j ' / Plumbing 6"I RoComplete V J/ Exterior FinishVent/GradeThrough ComRoofplete 6"inof 19'or Eouivalens; '��j J 1 I V f InteriorInterior!ExteriorExterior Balusters Guardrails 442 inchinch SpacingPlatform PlatformDecks I Decks Stair Handrail 34 inch-38 inch!Step Risers 7"I Treads 11" f . Vestibules For Exit doors>3000 sq.ft. II All Doors 36 inch w/Lever Handles I Panic Hardware,if requiredsp/ .`Exits At Grade Or Platform 36"(w)x 44"(I)/Canopy or Equiv. -`Gve Gas Valve Shut-off Exposed&Regulator(18")Above Grade I Floor Bathroom Watertight/Other Floors Okay V VRelief Valve,Heat Trap/Water Temperature 110 Degrees Maximum J Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy I Ventilation Combustion Low Water Shut Off For Boilers Y Gas Furnace Shut Off Within 30 ft.or Within Line Of Site V// Oil Furnace Shut Off at Entrance to Furnace Area Y l Stockroom/Storage/Receiving/Shipping Room(2 hr.),1 Yz doors > 10%> 1000 sq.ft. Y / %Hour Corridor Doors&Closers 7v" Y Firewalls 1 Fire Separation,2 Hour,3 Hour Complete 1 Fire Dampers I Fire Doors s/ C=1 c F>+j p}A Pec{, Ceiling Fire Stopping,3,000 sq.ft.Wood Frame ✓ Qe ECY3 F-13 ,-)N1 F 1_, Attic Access 30"x 20"x 30"(h),C, awl Space Access 18"x 24" ✓ Smoke Vents Or Fan,if required �j 603 iHr_0� 6\`) _ /Elevator Operation and Signage I Shaft Sealed Y/ V Handicapped Bathroom Grab Bars/Sinks 1 Toilets 1 Mirrors I j zr Handicapped Bath!Parking Lot Signage "r'F yA c-, � '� �� -1—C1, \?jaTTt�i� /Public Toilet Room Handicapped Accessible _ �/ Handicapped Service Counters,34 inch,Checkout 36 inch O 0. ViNt.Q_i Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides] ✓ �� ��t /Active Listening System and Signage Assembly Space I J V Final Electrical/Flex Gas Piping Bonded J V•) 1 6 Site Plan!Variance required 1—GM t /Final Survey,New Structure/Flood Plain certification,if req. — ��>\N_._ F`EC i�1L.f�� Y built Septic System Layout Required or On File EzettJEE2.1') e -k .j' VA ---E y�\,(\�17 V\fl�1t� �� Z ilding Number or Tenant Address on Building or Driveway Water Fountain or Cooler z V Y Building Access All Sides by 20'I Drivable Surface 20'wide Special Inspections I Engineer or Architect Approval *510_-- vi' � %5 L i7 ...-- Okay To Issue Temporary or Permanent CIO Co IA?RLQ t a t3 RE-130Li l-) Okay To Issue C/C Commercial Final Inspection_11 27 12 Septic Inspection Report Office No. (518) 761-8256 Date Inspection req - e•-i ed: Queensbury Building &Code Enforcement Arrive: ! =3e)ajair ► !-part: Q am/p 742 Bay Rd., Queensbury, NY 12804 Inspector'sctInitials.Wi NAME: IRO a � 1� te : : a � L EV1Q_P• ' IT NO.: 13 LOCATION: 37c I E, SR I 'ECT ON: '-# — 10 —It--\ 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 Y N Manholes 12"or less below grade _Y N [provide extension collar if Yes] Y N Location/ Separations Foundation to tank ft. Foundation to absorption _ft. Separation of Pits _ ft. Conforms as per Plot Plan _ N Engineer Report and As-Built Y, N ETU Maintenance Contract _Y N provided Location of System on Property: Front ar Left Side Right Side Middle Front Middle Rear S stem Use Sta s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report 03 29 10.doc Tuwi i ui kueensbury Buildiog&Code Enforcement Office No. (518)761-8256 'LOD°\7t)\ Commercial Final Inspection Report Inspection request received: Name: pot gOIVoRC\J-, tic , RE \B Inspected on: ! - +1-1 Location: 31 e\G s P\`( 4R0R D Arrive: 12 a. p.r� Permit No.: 13 '"'-1' b Inspector's Initials: ,Air • • COMMENTS YN NA Chimney/"B"Vent/Direct Vent Location V • Plumbing Vent Through Roof 6"!Roof Complete V / J Exterior Finish I Grade Complete 6"in 10'or Equivalent r'1�? J f I / / Interiornterior 1 ExteriorExterior Guardrails Balusters 442 inchinch SpacingPlatform PlatformDecks/Decks 1 Stair Handrail 34 inch-38 inch I Step Risers 7"I Treads 11" f / Vestibules For Exit doors>3000 sq.ft. ,f J All Doors 36 inch w/Lever Handles I Panic Hardware,if required :.7 f Exits At Grade Or Platform 36"(w)x 44"(I)!Canopy or Equiv. et-� P T Gas Valve Shut-off Exposed&Regulator(18")Above Grade / Floor Bathroom Watertight/Other Floors Okay iV V Relief Valve, Heat Trap I Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area V Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors > 10%> 1000 sq.ft. /, / 3/4 Hour Corridor Doors&Closers v/ Y Firewalls/Fire Separation,2 Hour,3 Hour Complete!Fire Dampers I Fire Doors 1 Z--j I t CZ- F_D RA bl-k [�Ceiling Fire Stopping,3,000 sq.ft.Wood Frame 9.) CCY3 FSI i)RiNLE L6Ykl Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24_ f Smoke Vents Or Fan,if required ✓ CY iJ 6�a P 60E. /Elevator Operation and Signage/Shaft Sealed Y V Handicapped Bathroom Grab Bars I Sinks 1 Toilets I Mirrors V J Handicapped Bath!parking Lot Signage -Fr-mc, � ._,_ �� •�-� �ja-�-fib'A / p V HandicappedPublicToiletRoom ServiceHandicaCountersped,34 inch,ChAccessible y, eckout 36 inch OF 1•)1-", vrpo Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides] V \ /Active Listening System and Signage Assembly Spac �� Y Final Electrical I Flex Gas Piping Bonded I V 1tJ(c:, • Site Plan/Variance required --v-GMP / /Final Survey,New Structure I Flood Plain certification,if req. v — ' N RL-- EL-EC 1 R\CJ& YBs-built Septic System Layout Required or On File � ��EE�!� (? \ uilding Number or Tenant Address on Building or Driveway"3 / Water Fountain or Cooler ✓ Y Building Access All Sides by 20'/Drivable Surface 20'wide Special Inspections/Engineer or Architect Approval 1 ..-C__O i3C__ —Va. 5"•C Qr 6 o%l__ Okay To Issue Temporary or Permanent C/0 C.)it-AR ACC t 13 Re_60taL Okay To Issue C/C 7 Commercial Final Inspection_11 27 12 f+vww .. - _. ... ani - _ .-.r3.1il FIRE BARRIER SMOKE SEAL w= 3MTM FireDamTM Spray 200rO1, U Meetsrue Repusementa SOUND BARRIER ELAS OMERIC Product Data Sheet 56 �JIJ"in 1. Product Description 3M"FireDam"Spray 200 is a sprayable water-based material that dries to form a tough,elastomeric coating, This material is used to firestop perimeter joints(curtain OS/Pi wall),construction joints and through penetration openings.3M"FireDam"Spray 200,when installed prop- c.,6.1) erly,will help control the transmission of fire,heat,and smoke before,during,and after exposure to fire. LISTED FILL,VOID,OR CAVITY Available in: ■ Gray • Red. FILL VOID ORCANTY 9069 / USE IN JOINT SYSTE .THRMATERIAL OUGH-PENETRATION G -PENNE ON Product Features pREST�a EPoMETER MS Up to 4-hour lire protection in • Improved spraying pattern— SEE UL FIRE RESISTANCE MRECTORY 4-�, construction joints per ASTM E 1966 applied with conventional airless .�—' (UL 2079) spray equipment LIED9969 • Up to 2-hour lire protection for through • Robust jobsite formula(freeze/thaw nt..., �ao (`�, penetration systems per ASTM E 8144 resistant and uniform seal formation \ ."'"7...i'. ; (UL 1479)&CAN/ULC-S115 in hot or cold drying conditions) 9e �� c us f 04Ai 01.us f < Highly elastic material maintains • Improved spraying for lower sag, Intertek ti i performance with up to±50% uniform coating build properties Intertek FIRESTOP SYSTEMS movement capabilities FIRESTOP SYSTEMS SEEINTERTEKDIRECTORY P (stays where it's sprayed) SEE INTERTEK DIRECTORY Sag-resistant,highly • Helps minimize sound transfer* • Improved hiding power to maintain elastomeric formula for • Broad range of applications proper coating thickness construction joints(airless (extensiveportfolio of tested and sprayer sold separately). Paintable ill listed building and perimeter • Easy water clean up APPROVED joint systems) SUBJECT TO THE CONDITIONS OF Meets the intent of LEED®VOC guidelines—helps reduce the quantity of indoor air contaminants that APPROVAL gsAwAu t FLOOR WHEN may be odorous,irritating and harmful to the comfort and well-being of the installers and occupants. P INSTALLED S DESCP BED INSTALLED AS DESCRIBED *Mininti.e.Y parse frons er—STC-Rahn of 56 when tested in STC 56-rated wall assembly TIN I F CURRENT CPRVAL EDITION OF f g 3 THE FMRC APPROVAL GUIDE 2. Applications 3M'FireDam"Spray 200 is ideal for sealing perimeter joints(curtain walls),construction joints and through penetrations.Recommended for firestopping areas that require large coverage. Helps limit the spread of noxious gas,smoke and water. Helps maintain the integrity of fire-rated construction.Note:when tested at 50%movement for 100 cycles in a 4-inch joint,product remained elastomeric and did not show signs of cracking.3M"FireDam"Spray 200 has been qualified for use as a replacement or repair material in all listed systems that specify its predecessor,3M"FireDam"Spray 100. 3. Specifications This coating is tested and listed by independent Typically Specified Division test agencies such as UL, ULC, Intertek. In addition, the coating has Factory Mu- Division 7 tual approval.The coating complies with the current requirements of the International Building Code(IBC),NBCC,NFPA 5000 and NFPA 101. Section 07 84 00—Firestopping Section 07 84 13—Penetration Firestopping Construction Joints: Has been fire tested and evaluated under the pass/fail criteria of Section 07 84 16—Annular Space Protection ASTM E 1966(UL 2079)and CAN/ULC-S115 at the maximum extended joint width. Section 07 84 43—Fire Resistive Joint Sealants Section 07 85 53—Building Perimeter Firestopping Perimeter Joints: Has been fire tested and evaluated under the pass/fail criteria of Section 07 86 00—Smoke Seals ASTM E 2307 and CAN/ULC-S 115 at the maximum extended joint width. Section 07 92 13—Elastomeric Joint Sealants Through Penetrations: Has been fire tested and evaluated under the pass/fail criteria Section 07 92 19—Acoustical Joint Sealants of ASTM E 814(UL 1479)Standard and CAN/ULC-S115. 3M For technical support relating to 3M Fire Protection Products and Systems,call:1-800-328-1687 For more information on 3M Fire Protection Products,visit:www.3m.com/firestop Foundation Inspection Report Office No. (518)761-8256 Date Inspection r ue,e i -d: Queensbury Building&Code Enforcement Arrive: ,'-�( ,_ Depart: 35-Z-c- p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: - kii437/'/ NAME: 10\ CU9 n PtC ri _Lt'l 1 T#: ? — ZOIC) LOCATION: t3_ (�\e, (>fl Bv) INSPECT ON: q —\ TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for �_ providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 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 THE Special -. _ .. . Inspector, LLC PROJECT: Adirondack Truck Repair, LLC INSPECTION Plastic Concrete CATEGORY: CLASS/LOCATION: Footings SI PROJECT#: 824 DATE: 10/31/13 YARDS POURED: 63 FIELD TECHNICIAN: i Doug Fiore-ACI Field Technician Level 1 REPORT NUMBER: 824-CT1 SUPPLIER: (Clemente Latham AIR TEMPERATURE: 45 DESCRIPTION OF TESTING SERVICES The SI performed field testing of plastic concrete for footings PROPERTIES OF FRESH CONCRETE TRUCK TICKET SLUMP AIR CONC. DENSITY TEST TIME NO. NO. IN. CONT ENT TEMP. °F LB/FT3 CYLINDERS 9:15 AM 570215 40600450 4.75 3.0 67.1 NA ❑■ NO ❑YES 1 9:21 AM 570255 40600451 6.25 3.5 66.5 161.3 0 NO 0 YES 9:40 AM 570207 40600453 5.0 4.0 63.4 NA ©NO ❑YES 10:23 AM 570070 40600456 4.5 ii 3.1 65.1 NA ©NO ❑YES 11:10 AM 570255 40600460 5.75 ! 3 5 66.9 161.3 0 NO EilYES 11:40 AM 570207 40600463 5.25 j 3.8 64.2 NA III NO 0 YES COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER TEST AGE MAX COMPREHENSIVE TYPE OF NO. DATE (DAYS) LOAD(LB) STRENGTH (PSI) FRACTURE 824.10.31.13.1 11/7 7 42180 3360 5 824.10.31.13.2 11/7 7 42410 3370 3 824.10.31.13.3 11/7 7 44930 3580 5 824.10.31.13.4 11/28 28 46680 3710 3 824.10.31.13.5 11/28 28 47030 3740 5 824.10.31.13.6 11/28 28 46270 3680 5 See Test Results Continuation Sheet ❑■ NO 0 YES NG"-Cylinder exceeded tolerance requirements and was not tested. REPORT DISTRIBUTION I certify to the best of my knowledge; the accuracy of the above OWNER/CLIENT jthrew@adirondacktruckrepair.co report information,and that all inspection and testing noted above CONTRACTOR btatko@rozellind.com was completed in general conformance with standards and RDP siracuseSEQsiracuseengineers.c specifications applicable to each. BUILDING CODE OFFICIAL codes@queensbury.net Daniel W. Ryan, P.E. Special Inspector/Lab Technician 16 Pearl Street•Suit:;20:i•Glens Falls.NY• 17),;01 =P. 518.636.3177-F:5 I6.7.;2 92E2 "ou ret what you inspect.not what you expect! THE Special Inspector, LLC PROJECT Adirondack Truck Repair, LLC INSPECTION Plastic Concrete CATEGORY: CLASS/LOCATION: Walls SI PROJECT#: 824 DATE: 11/8/13 YARDS POURED. 36 FIELD TECHNICIAN: :Doug Fiore -ACI Field Technician Level 1 REPORT NUMBER: 824-CT2 SUPPLIER. Clemente Latham AIR TEMPERATURE: 45 DESCRIPTION OF TESTING SERVICES The SI performed field testing of plastic concrete for walls PROPERTIES OF FRESH CONCRETE TRUCK TICKET SLUMP AIR CONC. DENSITY TEST TIME NO. NO. IN. CONT ENT TEMP.°F LB/FT3 CYLINDERS 11:45 AM , 570215 40600626 7.5 5.0 63.7 161.3 ❑ NO O YES 12:25 PM 570070 40600628 6.5 4.8 64.4 NA I NO ❑ YES 1:15 PM 570205 40600630 6.25 I 4.2 63.3 NA I NO ❑ YES ❑ NO ❑YES ❑ NO ❑ YES �— --- I — — 0 NO ❑YES COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER TEST AGE MAX COMPREHENSIVE TYPE OF NO. DATE (DAYS) LOAD(LB) STRENGTH (PSI) FRACTURE 824.11.8.13.1 11/15;13 7 39250 3120 5 824.11.8.13.2 11/15/13 7 45105 3590 5 824.11.8.13.3 11/15/13 7 45800 3640 5 824.11.8.13.4 12;6/13 28 57960 4610 5 824.11.8.13.5 12/6/13 28 58070 4620 5 824.11.8.13.6 12/6/13 28 56130 4470 5 See Test Results Continuation Sheet 0 NO ❑YES NG"-Cylinder exceeded tolerance requirements and was not tested. REPORT DISTRIBUTION I certify to the best of my knowledge: the accuracy of the above OWNER/CLIENT jthrew@adirondacktruckrepair.co report information, and that all inspection and testing noted above CONTRACTOR btatko@rozellirtd.corrt was completed in general conformance with standards and specifications applicable to each. RDP siracuseSE@siracuseengineers.t BUILDING CODE OOFFICIALcodes@queensbury.net --._---- —- Daniel W. Ryan, P.E. Special Inspector/Lab Technician 16 Pearl Strer,t•Suite 200•Glens Falls, NY• 12801 •P:518.636.3177•F: 5-+8.71 ' °:. You get what you inspect. not what you expect; THE Special - - . Inspector, tic PROJECT: ,Adirondack Truck Repair, LLC INSPECTION Plastic Concrete CATEGORY: CLASS/LOCATION: Walls SI PROJECT#. 824 DATE: 11/14/13 YARDS POURED 22 FIELD TECHNICIAN: i Doug Fiore - ACI Field Technician Level 1 REPORT NUMBER: 824-CT3 SUPPLIER: I Clemente Latham AIR TEMPERATURE: 50 DESCRIPTION OF TESTING SERVICES The SI performed field testing of plastic concrete for walls PROPERTIES OF FRESH CONCRETE TRUCK TICKET SLUMP AIRCONC. DENSITY TEST TIME NO. NO. IN. , CONTENT TEMP.°F LB/FT3 CYLINDERS 1:00 PM 570255 40600734 5.25 5.4 67.5 161.3 El NO ❑■ YES 1:40 PM 570071 40600735 6.5 5.3 67.1 NA ❑i NO ❑YES 2:10 PM 570070 40600737 ` 5.1 5.2 67.4 NA ❑Q NO ❑YES ❑ NO ❑YES ❑ NO ❑YES 0N ❑YES COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER TEST AGE MAX COMPREHENSIVE TYPE OF NO. DATE (DAYS) LOAD(LB) STRENGTH (PSI) FRACTURE 824.11.14.13.1 11/21/13 7 45260 3600 3 824.11.14.13.2 11/21/13 7 46140 3670 5 824.11.14.13.3 11/21/13 7 45880 3650 5 824.11.14.13.4 12/12/13 28 60940 4850 5 824.11.14.13.5 12/12/13 28 59720 4750 5 824.11.14.13.6 12/12/13 28 56490 4500 5 See Test Results Continuation Sheet II NO ❑YES NG"-Cylinder exceeded tolerance requirements and was not tested. REPORT DISTRIBUTION I certify to the best of my knowledge; the accuracy of the above OWNER/CLIENT jthrew@adirondacktruckrepair.co report information, and that all inspection and testing noted above CONTRACTOR btatko@rozellind.com was completed in general conformance with standards and specifications applicable to each. RDP siracuseSEi siracuseengineers.c BUILDING CODE codes@queensbury.net OFFICIAL Daniel W. Ryan, P.E. Special Inspector/Lab Technician 16 Pearl Street•Suite 200-Glens Falls, NY• 12801 •P. 518.636 317/ • F: 518.192 9282 You got what you(Inspect. not what you expet:1 THE Special Inspector, LLC . .iin , ano Spy-Ctc1' jnSpc:!.. ... INSPECTION PROJECT: j Adirondack Truck Repair. LLC Plastic Concrete 1 CATEGORY: CLASS/LOCATION: !Piers SI PROJECT# 824 DATE: 111/20/13 YARDS POURED. 28 FIELD TECHNICIAN. I Doug Fiore- ACI Field Technician Level 1 REPORT NUMBER: 824-CT4 hSUPPLIER: 1 Clemente Latham AIR TEMPERATURE: 24 DESCRIPTION OF TESTING SERVICES The SI performed field testing of plastic concrete for piers PROPERTIES OF FRESH CONCRETE TRUCK TICKET SLUMP i AIR CONC. DENSITY TEST TIME NO. NO. IN. CONTENT TEMP.°F LB/FT' CYLINDERS 6:30 AM 570203 40600878 5.25 4.3 58.8 NA [U NO ❑YES 7:30 AM 570206 40600884 7.5 5.8 63 9 161.3 L NO ❑■ YES ❑ NO ❑YES ❑ NO ❑YES ❑ NO ❑YES ❑ NO ❑YES COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER TEST AGE MAX COMPREHENSIVE TYPE OF NO. DATE (DAYS) LOAD(LB) STRENGTH (PSI) FRACTURE 824.11.20.13.1 11/27/13 7 36500 2900 5 824.11.20.13.1 11/27/13 7 39870 3170 5 824.11.20.13.1 11/27/13 7 38920 3100 5 824.11.20.13.1 12/18/13 28 53960 4290 5 824.11.20.13.1 12/18/13 28 54010 4300 5 824.11.20.13.1 12/18;13 28 55840 4440 5 See Test Results Continuation Sheet ❑■ NO ❑YES NG••-Cylinder exceeded tolerance requirements and was not tested. REPORT DISTRIBUTION I certify to the best of my knowledge; the accuracy of the above OWNER/CLIENT jthrew@adirondacktruckrepair.co report information, and that all inspection and testing noted above CONTRACTOR btatko@rozellind.com was completed in general conformance with standards and specifications applicable to each. RDP siracuseSE@siracuseengineers.i BUILDING CODE codes@queensbury.net OFFICIAL Daniel W. Ryan. P.E. — Special Inspector/Lab Technician 16 Pearl Street•Suite 200•Glens Falls, NY• 12801 • P:51:;.635.1 71 • 1=- 5;8 7`.'7 c: You get what you inspect,not what yor. ext.:pct' • THE Special Inspector, LLC PROJECT: Adirondack Truck Repair, LLC INSPECTION Plastic Concrete CATEGORY: CLASS/LOCATION. Walls SI PROJECT#. 824 DATE. ' 11/25/13 YARDS POURED: 12 FIELD TECHNICIAN: Doug Fiore - ACI Field Technician Level 1 REPORT NUMBER: 824-CT5 SUPPLIER: Clemente Latham AIR TEMPERATURE: 10 DESCRIPTION OF TESTING SERVICES The SI performed field testing of plastic concrete for walls PROPERTIES OF FRESH CONCRETE TRUCK TICKET SLUMP AIR CONC. DENSITY TEST TIME NO. NO. IN. CONTENT TEMP.°F LB/FT3 CYLINDERS 8:10 AM 570208 40600983 5.5 4.8 58.2 161.3 0 NO L YES ❑ NO ❑VES ❑ NO ❑ YES — ❑ NO ❑YES { ❑ NO ❑ YES ❑ NO ❑YES COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER TEST AGE MAX COMPREHENSIVE TYPE OF NO. DATE (DAYS) LOAD(LB) STRENGTH (PSI) FRACTURE 824.11.25.13.1 12/2/13 7 44820 3570 5 824.11.25.13.2 12/2/13 7 45120 3590 5 824.11.25.13.3 1212/13 7 46280 3680 5 824.11.25.13.4 12/23/13 28 56370 4490 3 824.11.25.13.5 12/23/13 28 55860 4450 5 824.11.25.13.6 12123/13 28 57550 4580 5 See Test Results Continuation Sheet NO ❑YES NG"-Cylinder exceeded tolerance requirements and was not tested. REPORT DISTRIBUTION I certify to the best of my knowledge: the accuracy of the above OWNER/CLIENT ithrew@adirondacktruckrepair.co report information,and that all inspection and testing noted above CONTRACTOR btatko@rozellind.com was completed in general conformance with standards and specifications applicable to each. RDP siracuseSE@siracuseengineers.c BUILDING CODE codes@queenasbury.net OFFICIAL Daniel W. Ryan, P.E. Special Inspector/Lab Technician = ail St;vet• Snug:200 • Glens Falls.NY• 12801 •P'.518-636 3177•F: 518.792.928:: You !let what you inspect. not what you expert! . Town of Queensbury Building &Code Enforcement tLui rn Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: Name: 17 U [ ./iLL2.P-- R-Q KtuL Inspected on: `'� ` -I tl Location: 3-6 f /`je- \ Arrive: -�, s=. -111.@ Permit No.: / , ii g Inspectors Initials: _. ( • COMMENTS y N NA ^ c),vb_v_ Go lc\42x) Chimney 1"B"Vent I Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete / ,i(7 �'iJ_ bC i)E_j O V Exterior Finish/Grade Complete 6"in 10'or Equivalent f 7_7-15 Svv3E WV__ Interior!Exterior Guardrails 42 inch Platform/Decks 1 n� 5. .LL C► z_ _ i? Interior/Exterior Balusters 4 inch Spacing Platform/Decks ✓ c)lr'-1vJDOii) Stair Handrail 34 inch-38 inch I Step Risers 7"/Treads 11" i�Fzzi Vestibules For Exit doors>3000 sq. ft. All Doors 36 inch w!Lever Handles/Panic Hardware, if required „/ Exits At Grade Or Platform 36"(w)x 44"(I)1 Canopy or Equiv. f ._ , PL- - 1> v\evLI E Gas Valve Shut-off Exposed&Regulator(18")Above Grade / MPLE--M G94APE Floor Bathroom Watertight I Other Floors Okay J V- Relief Valve,Heat Trap/Water Temperature 110 Degrees Maximum +� � Boiler!Furnace Enclosure 1 hour or Fire Extinguishing System 2 p C'��JAI- J_1 t Fresh Air Supply for Occupancy/Ventilation Combustion SNv' --- l-.vz-ci s) \4, Low Water Shut Off For Boilers t Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Ft = M40-91.—� Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 sq.ft. w"- � 3/Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers 1 Fire Doors ao L titp ,r LO>I Ceiling Fire Stopping,3,000 sq.ft.Wood Frame % to- c , El LL r�� Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" 5 -4 ^ Smoke Vents Or Fan,if required Elevator Operation and Signage I Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath/Parking Lot Signage TC M Q 6P.V-tr1/4c) tt.-t Public Toilet Room Handicapped Accessible A Handicapped Service Counters, 34 inch,Checkout 36 inch / 12.----s7 — e"\ Handicapped Ramp Handrails Continuous/12 inch Beyond[Both sides] _4,,t.�n�t e 3��Active Listening System and Signage Assembly Space '� +i VAA- bA Final Electrical/Flex Gas Piping Bonded sop,%`_tcy, 3 :ir Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. ii As-built Septic System Layout Required or On File ti/ .7 ,� � }� v. .F,�I� Go Building Number or Tenant Address on Building or Drivewa g.,,A f 1�k btu DF Water Fountain or Cooler /vz," Building Access All Sides by 20'I Drivable Surface 20'wide * ,��!;� �� Special Inspections/Engineer or Architect Approval f _'.0-="74-- ' 4-130C_,F- Okay To Issue Temporary or Permanent C/O A c-0�c.P c.-1t o� Okay To Issue CIC V bLuMV.1, ` Commercial Final Inspection_11 27 12 Town of Queensbury Building&Code Enforcement Office No.(518)761-8256 ,� `�� Commercial Final Inspection Report '`'1 Inspection request received: Name: n \C* `J Xi YF\€ Inspected on: — Location: 31 (3\G ��7A \ çn Arrive: +C- - ra r 0/p.m. Permit No.: �.'j--"- D Inspector's Initials: �'ifir _. COMMENTS Y N NA c)E, Chimney I"B"Vent!Direct Vent Location I--� C2 6 Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent /// RECEtVEcInterior1ExteriorGuardrails42inchPatformIDecks zA��t V Interior!Exterior Balusters 4 inch Spacing Platform I Decks G‘_ Pt-P,O 9 FA\ L N/ Stair Handrail 34 inch-38 inch!Step Risers 7"/Treads 11" + .,/ Qg(fit\% sG 5 �C) 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. Gas Valve Shut-off Exposed&Regulator(18")Above Grade eir - Floor Bathroom Watertight/Other Floors Okay _ Relief Valve, Heat Trap I Water Temperature 110 Degrees Maximum F\V E �F C'i .c Pr'ti V Boiler!Furnace Enclosure 1 hour or Fire Extinguishing System ?k._A U3 Fresh Air Supply for Occupancy 1 Ventilation Combustion Low Water Shut Off For Boilers M`cZZA11J% ac)R1 t, Gas Furnace Shut Off Within 30 ft.or Within Line Of Site D r ' 'e Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 V2 doors > 10%>1000 sq.ft. ^ (� %Hour Corridor Doors&Closers 0E Firewalls/Fire Separation,2 Hour,3 Hour Complete!Fire Dampers!Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame \ Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" \ �� JlW-F` Smoke Vents Or Fan,if required `��`E�� DV- Handicapped � Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets 1 Mirrors •—\ .'.-'(C)E _ C t-�Ih Handicapped Bath 1 Parking Lot Signage W Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch_ Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides] Acc- 1 Active Listening System and Signage Assembly Space • Final Electrical/Flex Gas Piping Bonded Q'��•' % ‘.\&2 V� ) Site Plan!Variance required '-+ V3—ti L'V 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'/Drivable Surface 20'wide Special Inspections/Engineer or Architect Approval Okay To Issue Temporary or Permanent C/O • Okay To Issue C!C Commercial Final Inspection__11 27 12 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date In pection est re,'vett: Queensbury Building & Code Enforcement Arrive: 11 a /•m •-p : .1.,LaSairyslm 742 Bay Road, Queensbury, NY 12804 Inspector's !nib- , NAME: A nt FiPERMIT #: LOCATION: ,3 7i c { ? INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing I Nail Plates 1111.k Plumbing Vent/Vents in Place ,,� 1 % inch minimum Drain Size ,/ -CAVO Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drat /Vent end ✓/ P.S r 10 ft. above highest connection for 15 minutes /7'f6"-:ure Test W:ter Su•ply Piping or 15 minutes • - ion / Residential Check I Commercial Check Tyvek or Similar Exterior Sealant _ Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace l{ Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 Queensbury Building & Code Enforcement - Residenti. • al Inspection • Office No. (518)761-8256 Arrive: 110; ;`l .4 -rt:Date Inspection request received: Inspector's !nit • NAME: 'ERMIT#: LOCATION: / n 6 I 'TE: 3 --I e m TYPE OF STRUCTURE: (_/ A (,,(/ Comments: Yes No NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location _ Fresh Air Intake ' 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors I main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: / Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer /1/ T Gas Logs in Sealed or Glass Enclosure 1 "--A v Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required — Okay to issue C/C or C/0[Temporary/Permanent] y,r ,10c L:1Buiiding&Codes Forms\Building&Codes\lnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Town of Queensbury Building & Code Enforcement 1 -e� eckL 9-11 Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: Inspected on: 3 Location: _ 0_I 5 -Act _ Arrive: 'O a p.m. Permit No.: � 3 g (a Inspector's Initials: IA' TYPE OF STRUCTURE: Y N N!A COMMENTS: Framing Attic Access 22"x 30"minimum J� ,-k1, d �.�'��C-`-h e U"C Jack Studs/Headers / AA __ Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts 1 Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Q Exterior Deck Bracing !—0el-P116 C �'Av-- 11C01`)1\ ._ Headroom 6 ft.8 in. �((J� Notches/Holes 1 Bearing Walls V---! A 1. FT\bM Ce--O Z—E- R Metal Strapping for Notches Top Plate } _ � 1 '/2(w) 16 gauge(8) 16D nails each side `,x 0E jJ u05 '��c) k Draft stopping 1,000 sq.ft.floor trusses b\-)E_.V\C 1JJ Anchor Bolts 6 ft.or less on center a F4W--- \� Ice and water shield 24 inches from wall CTO t3 ���� � PN�1 Fire separation 1,2,3 hour f7 - I .-\- 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 Report Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: P-/ NAME: 4LI ,'l t(�.(� 6,_„f e .,'Z' LOCATION: —747 'S A { 0.‘, 36? q PERMIT#: 7 3 cl q14, Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: Craig own, Zoning Administrator Notes: L:1SueFIemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc (A) cd /a-/ Foundation Inspection Report ( A,-?) Office No.(518)761-8256 Date Inspection requ-:• iv,. Queensbury Building&Code Enforcement Arrive: >,bilk :40 s epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial• NAME: ,ti'r,-'udi< Repo r PERMIT#: /3— {/gee, LOCATION: 3 N76' Q g Q. q Rd INSPECT ON: --� lv -i y TYPE OF STRUCTURE: (�rvr, c JJ— k �������1� Comments Y N N/A Footings Piers lithic Slab ✓/ Reinforcement in Place f 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 41100 /6 inches above footing Sa ‘_‘ '‘ \--A> .V6 L 6 mil poly for wet areas under slab Bacl ill Appro al Plumbing . ,1.:,; Slab ept PVC/Cast/Copper 1 EIc oundation Insulation -xterior R- l-) 4 LAY,' EF Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / Insulation Inspection Report -i Office No. (518) 761-8256 Date Inspection r•qu• . c• v• i: ( 107)Qeensbury Building & Code Enforcement Arrive: % . �n:� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: O 47 a 17 NAME: �f1�" �° W PERMIT#: ! ~� "1 810 LOCATION: —3 'i5 / tt 8 a INSPECT ON. d-dJ-f�f TYPE OF STRUCTURE: f V Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Prete; est Air/ • • ;' 5 P.S.I. f i r 10 ft. above highest co i ,-;4n for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation /Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant ' i ` ` \k_ Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: Rough Piumbing_Insulation Inspection_02 05 13 ( (05e --C-C) 3r Z Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque -,a ed: ?— )) G( Queensbury Building&Code Enforcement Arrive: 'Z° h : i p;},� Depart: d ilo an 3 , 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: - , , NAME: re wI A � -, -n2 v cir-k 1,'ERMIT#: 113— t k k � LOCATION: -`)-7 ,T �j 3 6,, ,_) (?CA0 cINSPECT ON: / I l ki TYPE OF STRUCTURE: Comments A1 N) -.)EL--clo 0 Y N N/A * 'iers �M - v_17-c- t-A K\ \1 Monolithic Slab LA tiJG''I F 4A , Q—`-1_st C Reinforcement in Place V The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. . Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump -3 eD JC�tk Footing Drain Stone: ?t-tn'A- 1 i' G -CS704cA 1 t1/4`-- /nches ' ch width 41:2/ above footing 1 t cv �\ �� poly for wet areas under slab Backfill Approval Gjv(Z_E_ oY..___ off? P umbing Under Slab P /Cast/Copper Foundation Insulatio teri Exterior ,D4/ QL It-) 13‘-'°g-L.7 Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / Insulation Inspection Report d' Office No. (518) 761-8256 Date Ins I ecti . :iiivedA`, l ailQueensbury Building & Code Enforcement Arrive:742 Bay Road, Queensbury, NY 12804 Inspector's Initi+j� — 3 NAME: �� PERMIT#: Q. • l 3 7 �� LOCATION: 3 7 c Civz INSPECT ON: . t1 TYPE OF STRUCTURE: _ X70 377cpk Y N N/A Plumbing unde Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size a-` Washing Machine Drain 2 inch minimum �� Cleanout every 100 feet/change of direction / )\-0 Pressure Test Drain Air /�,�� 5 P. . . ffo 10,2ove highest connection for 15 minutes Pressure T•st Water Supply Piping Air I Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/Commercial Check Window Sealing RAY F1 Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent KV\-- \ \ Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 -11,t ) - Foundation Inspection Report Office No.(518)761-8256 Date InsRection request Queensbury Building&Code Enforcement Arrive: 1L, : �. VAL, ,epi: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: /uirA NAME: I`1 ti) 'ERMIT#: ! y LOCATION: 3 '1)5 i: v 1-Zd INSPECT ON: - j—// TYPE OF STRUCTURE: n� Comments Y N N/A ZF tings iers Monolithic Slab Reinforcement in Place l The contractor is responsible for providing protection from freezing t 1N? cv\Old 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 Danipproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width • inches above footing 6 mil poly for wet areas under slab ackfill Approval if Plumbing Under Slab ?kSh- V` �� P 'C/Cast/Copper Foundation Insula tenor/ xterior R- Rough Grade 6 inch drop within 10 ft. V L:\Buiiding&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM . IDLs //-/02 . Foundation Inspection Report Office No. (518)761-8256 Date Ins.• do �,*!s e . �-�•*. v=:.- Queensbury Building&Code Enforcement Arrive: j L _....061314,114:4 •: Iepart: [ \ '.-),am/ �✓ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi: s: NAME: "t ��,��i� PERMIT#: ).3- g(�, LOCATION: "-)i f ►of Act y INSPECT ON: 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 _ �v ) \\L 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 Foundation Inspection Report Office No.(518)761-8256 Date tion Queensbury Building&Code Enforcement Arrive: am/,, I epi: :se,— atjuitl_n _ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: s: / - NAME: 1 h(N u t �,�5� = P ' I #: / 3- ii LOCATION: P,• Pyre Pd INSPECT ON: /1 - , /-/._; TYPE OF STRUCTURE: Comments Y N N/A Footings • Piers V (?)9 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 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:\BuHding&Codes Forms\Buliding&Codes\1nspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Town of Queensbury Building &Code Enforcement —I - 1 L) Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: pra:Llt, Inspected on: / ' A/-- 3 ��� Location: J ClQc1 � Arrive: — Wm./ •.m. Permit No.: / 3-y gt, Inspector's Initials: Co, ments and/or diagram Soil Type: Sand/Loam I Clay Type of Water: Municipal/Well Water Waterline separation distance ft. �' d2-1124-- Qt01� Well separation distance ft. J Other wells: ft. c i.. k4, 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 E dap N 6rj9Stkftlet Pipes&Baffles —N F-1 Manholes 12"or less below grade Y N )" [provide extension collar if Yes] Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. • Separation of Pitsft. Conforms as per Plot Plan _Y_ Engineer Report and As-Built _Y N � E—b ETU Maintenance Contract provided _Y N O�1 YOl F r • — 13 t\ Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Stat :. Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report Foundation Inspection Report Office No.(518)761-8256 Date Inspection req r received: - Queensbury Building&Code Enforcement Arrive: ', ; : •I: i� / Dept: 1 7am�m 742 Bay Rd.,Queensbury, ��/ ury,NY 12804 Inspector's Jnitials: z --' NAME: ' r) / AME:LOCATION: , t � rV ll.A.) PERMIT#: ' 1 Cn / ( j INSPECT ON: 11 TYPE OF STRUCTURE: Comments Y N N/A Footings CC) LS r•'14) 'i-r-;li, 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 )11_ 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 Town of Queensbury Building &Code Enforcement (,,j )441/, Office No. (518) 761-8256 ( /12 ?) Septic Inspection Report Inspection request received: Name: -fl" it .tel "u K.�4a 1JLi Inspected on: l J' b j Location: 3 75 R I 9 64z(,t Rai Arrive: AA' '1 p.m. Permit No.: 13 — '4,(8e/a-' Inspector's Initials: (...- /l Comments and/or diagram Soil Type: an Loam/Clay Type of Water: Municipal/Well Wateri;) Waterline separation distance jo It 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 /0C ft. Length of each trench 35 ft. Depth of trenches 2.-3 ft. Size of Stone z Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank y" aiRIWC Tank to Distribution Box 5/" SDR Distribution Box to Field/Pit Opening Sealed: 10 Y_N End Cap )0 Y N Inlet/Outlet Pipes&Baffles )'Y_N Manholes 12"or less below grade _Y V N [provide extension collar if Yes] Y_N Location/Separations all/ Foundation to tank /n ft. "a f/ / �,, oJPk/� p l•"� Foundation to absorption ft. > e/ �z ,L Separation of Pits ft. — A..,,./.. , i+„i ee- '9""4 °” Sy)OYM 4), Conforms as per Plot Plan _Y )0 N 4^ J S54 --ItA Engineer Report and As-Built _Y )0 N / J ETU Maintenance Contract provided _Y N — �,w ;,,,,�� <s b y�i/ opii/o bi Location of System�or�roperty: Front ea Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office pDisapproved Septic Inspection Report � nt,Uts g --iv Foundation Inspection Report Office No.(518)761-8256 Date • tion • - ive• Queensbury Building&Code Enforcement Arrive: )'- 47, /Depart: a 742 Bay Rd.,Queensbury,NY 12804 Inspector's I'ti: NAME: 1C01.21Air �l, R ,2��,a vt, IT#: / 3 — F LOCATION: ,L3 '� f �� SPECT ON: j TYPE OF STRUCTURE: Comment 3 ` c�\Zvi ) Y N N/A--J Footings D'73/)'7 Piers '1 Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement j,. of the concrete. Materials for this purpose on site. \11105§Eratibn I'Wallpour Reinforcement in Place \\/4/ Fooling Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6/7 6 mil poly for wet areas under slab \ /� Backfill Approval \ Plumbing Under Slab - PVC/Cast/Copper r(JFoundation Insulation to • xterior R- \Q Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fors\Building&Codes\Inspection Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM . . . .;,.._ TYPE I TECHDATA FOAMEPSFoam-Control EPS Properties CONTROL Nominal Density lb/ft' 1.00 ASTM C303 (kg/m3) (16) Foam-Control' EPS (expanded polystyrene) is a cost- Density, min. lb/ft3 0.90 effective, durable, and energy efficient solution for all ASTM C303 (kg/m3) (1.5) types of insulation applications. Typical applications for °F.ft2.h/Btu 4.4 Type I Foam-Control EPS include commercial roofing,exteri- 25°F 2 R-value' (°K.m/W) (0.77) or sheathing, building perimeters, under concrete slabs, ga- Thermal Resistance 40 F °F.ft2.h/Btu 4.2 ° rage doors,coolers and freezers, industrial piping and tanks, per 1.0 in.thickness (°K.m2/W) (0.73) and protective packaging. ASTM C518 °F.ft2.h/Btu 3.9 75°F Proven to meet, or exceed, building codes. (°K.m2/W) (0.68) Btu.in/°F.ft2.h 0.23 Foam-Control EPS is manufactured to Quality 0.ssrFjFo 25°F (W�K.m) (0.033) Control Program standards monitored by Under- ® k-value' 2 Btu.in/°F.ft .h 0.24 writers Laboratories Inc. and recognized by na- Thermal Conductivity 40°F (W/K.m) (0.035) tional building codes. Foam-Control EPS meets ASTM C518 ASTM C578, "Standard Specification for Rigid, ES 75°F Btu.ln/F.ft2.h 0.26 Cellular Polystyrene Thermal Insulation". (W/°K.m) (0.037) Compressive Strength Advantages. ©10%deformation, min. psi 10 ASTM D1621 (kPa) (69) • Saves Energy Flexural Strength, min. psi 25 • No long-term R-value loss or thermal drift ASTM C203,Procedure B (kPa) (173) • Superior moisture resistance Water Vapor Permeance • Retains R-value even with moisture exposure of 1.0 in.thickness, max.,perm 5.0 • Retains R-value after freeze-thaw cycling ASTM E96 Water Absorption by total immersion, Foam-Control EPS always comes in green. max.,volume% 4.0 ASTM C272 Foam-Control EPS helps make your max.,volu% me%projects environmentally friendly. Dimensional Stability, max.,volume 7 days @ 70°C 2.0 cea.etre., • Lower energy consumption reduces ASTM D2126 carbon dioxide emissions Oxygen Index,min.,volume% 24 • Is inert and stable ASTM D2863 Granulation • Has never contained CFC, HCFC or HFC, Flame Spread Index2 20 all of which are harmful to the earth's Smoke Developed Index2 150-300 Storage ozone layer ASTM E84/UL723 Recycling. Maximum recommended long term 165°F cor,, atenormarmal exposure temperature (74°C) densification Foam-Control EPS is 100% recyclable. It can be ground into granules and reincorporated 'Please refer to ASTM C578 for minimum R-values. rn.rmalproc u Ing into new Foam-Control EPS products. Or it 2 Please refer to UL certificate for complete information. can be thermally processed into a resin that's used to manufacture other new products. NOW product from recycled EPS Copyright 6 2010 AFM Corporation., CONTROL, AN irights m oblige Perform ed Printed a www.thermalfoams.com NOT COMPROMISE."' Control.Not Compromise are registered trademarks of AFM Corporation,Lakeville,MN. FCO2-401$10 - A .:61lac. Y-1 ° Foundation Inspection Report Office No.(518)761-8256 Date Insp tion ed. Queensbury Building&Code Enforcement Arrive: !�'i �� Depart: 71 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: . v• NAME: ArkL1,1 n t t t_at t i ' RMIT#: 3 " gte LOCATION: iC' ? INSPECT ON: // - b� -/ TYPE OF STRUCTURE: -1/1.111 J bSk1 nsments3 uvRozeil Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible ford providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour \.v / blk),��� o Reinforcement in Place t Footing Dowels or Keyway in place 1 t Foundation Dampproofmg 1 p , wja. Foundation Waterproofing W Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Insoctionyequest'received: Queensbury Building&Code Enforcement Arrive: 1�arp/ rf Depart: 742 Bay Rd.,Queensbury, Inspector's L NY 12804 Initials: L .v NAME: tt �..ti� 1L f-t '+l • 2 21 L` PERMIT#: 1 3__ g LOCATION: -3) ,i2 9 A/.:{ Pci INSPECT ON: TYPE OF STRUCTURE: Comments Y ]i N/A Footings r G�1 ,. - 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 j Foundation Dampproofing Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection . :• - '. 0 3 Queensbury Building&Code Enforcement Arrive; i Depart: V- 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: r fr NAME: 1 • RMIT#: ) -5 J � LOCATION: 31 5 (>J Co )" ie INSPECT ON: 1 L7/3 0/) 3 TYPE OF STRUCTURE: r Comments Y N ,NLA Footings R t,J V)C C_T f)0 Piers TMo�p��J FC--\ 6 C0v .i~0 Monolithic Slab �J\-C \ vLccT ;) C3\--fbAET6 Reinforcement in Place The contractor is responsible for _ D c30t \‘16 providing protection from freezing for 48 hours following the placement �� \\ Oc i t-kE of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Bullding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM