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2007-685 IL TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CE RT I F I CAT E 0-1'r OCCUPANCY Permit Number. P20070685 Date Issued: Tuesday, January 05, 2010 This is to certify that work requested to be done as shown by Permit Number P.20070685 has been completed. Location: 1454 STATE ROUTE 9 Tax Map Number. 523400-288-012-0001-02 1-000-0000 Owner. KENNY PROPERTIES, LTD. Applicant: KENNY PROPERTIES, LTD. This structure maybe ocRo§a Commercial Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the t � - owner of the responsibility for compliance �' ` °f property p ty with Site Plan, `�� Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070685 Application Number. A20070685 Tax Map No: 523400-288-012-0001-02 1-000-0000 Permission is hereby granted to: KEN-NY PROPERTIES, LTD. For property located at: 1454 STATE ROUTE 9 in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: KENNY PROPERTIES, LTD. Commercial Alteration $150,000.00 1454 STATE ROUTE 9 LAKE GEORGE,NY 12845 Total value $150,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2007-685 2704 SQ FT (1ST FLOOR) & 5252 SQ FT(2ND FLOOR) COMMERCIAL ALTERATION $954.72 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday,November 16,2008 (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 wn ote r, r a ovember 16, 2007 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement .........................................I.......... ....., 1............I.I.......... OFFICE USE ONLY ; TAXMAP NO Z. - 1l PERMIT NO. ' 10 i FEES: PERMIT 1� RECREATION ENGINEERING , (If applicable) 00 ' ....................................I...................... ;............_,.........; 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: OWNER: P"12el-i ej l r L) ADDRESS: Yiy ADDRESS: 1�SV SY C4 �� L_ G PHONE NOS. Sl f. l f 3 319 4 PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE:DQ t/j d 64t vu PHONE: 5 0 LOCATION OF PROPERTY:�/t_u r �P�yU - /4SV ,Sy k14 g ,C hY /d�' S SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z0 � O a a u-Co PROJECT F O O = _ o u- a O Q o Z z Q Q �-- U) NU) OU- 0 i aSotS SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (N0. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER t"t:/ni71¢Y(' l M0 fie.,/ 'f o?76 5 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: P u m �DC �cc l''-zarr ESTIMATED CONSTRUCTION COST: LL,ODO FUEL TYPE: ` HEAT TYPE: ,o (,p r J)n C `HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? n a IS THIS A HISTORIC SITE? ho PROPOSED USE OF BUILDING OR ADDITION: l��rwert� n r�ort�c �vo 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-OS 4 Town of Queensbury - Community Development Office 0 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? n U ARE THERE EASEMENTS ON PROPERTY? n 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 agree to the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) .................... ; 00 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: ; 01 , ` WA� , , , , •' , , BUIL & CODES APF' VAL ; ; ZONING APPROVAL 01 0 , / 0 , / DATE 11 Oo DATE i ; 0 ..................... .................1.._.....0 QUESTIONS? CALL 761.3256 OR EMAIL codes(ftueensbury.net VISIT OUR WESSITE FOR MORE INFORMATION Office Use Only www.gueensburv.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: —;E-L Assembly Occupancy Limit: Special Conditions: QTown of Queensbunj • Community Development Office • 742 Bay Road, Queensbuny, NY 12804 lKof\ Commercial Final spection Report Office No.: (518) 761-8256 Date Inspectiorkrequest received: Queensbury Building&Code Enforcement Arrive: I I'S} am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: �� NAME: PERMIT#: LOCATI N: DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . 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 Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical 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 Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Tem . or Permanent C/O t" Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL �`'�� _ Permit No...�,,'......... ...Cert. N0 6758 Cut-in Card No..................................... Owner..................................� ..... ...>.................................................................................................. Location....�.. / 2�......,/� � ....... ....................... ........................ Installation Consisting of.7. 5A1! �... U. ��.L:.. � ............ .......... t..................................... " '. ...-'.. ...!>.fib.3}. l...St.. .. ,,..l..l.. ................................. ...................... Installed By 7), .r�ry ......................................................................................................................................... J��O6- ......................Lic.No................................................... ................................................. .. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki ctions at any time, and if its rules are violated,the Company shall have the right to ev thi cert. ca� ............. INSPECTOR....... ......... ...................................... ............................... Member Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518)761-8256 Date InV on request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road,Queensbury, NY 12804 Inspector's Initials: NAME: -A I W--i, C'_ / PERMIT#: i. f. LOCATION:�i�i` k� <� �� i [�c.%� - DATE: I z Y N NA COMMENTS: Chimney Height/ "B" Vent/ Direct Vent Location Plumb Vent Thru Roof Minimum 6" Roof Complete Exterior Finish Complete /Finish Grade 6" In 10' Drop Interior/Exterior Railings 34 Into 38 in, / 36" Landing, Decks, Porches Exterior Handrails, Balconies, Landing 30" Or More Interior Handrails Balconies/ Landing 30" Or More Interior Handrails Stairs 1 or More Risers Guardrails 42", Ballisters 4" Minimum Spacing Vestibules For Exit Doors > 3000 s . ff. Doors 36" / Lever Handles Headroom 6' 8" on Stairs Fill/d/k �4rw?A Bathroom / Kitchen Watertight I I Smoke Detectors: Every level, Every bedroom M Outside every bedroom, Interconnected Battery Backup Carbon Monoxide Alarm - lowest sleeping level Bathroom Fans / Plumbing Fixtures Complete Foundation Insulation Fire Separation, 3/4, 1, 2 hr. Fire Walls 1, 2, 3 Hour/ Fire Door%, 1 1/2, 2 Hour Handicapped Accessibility / Handicapped Parkin /Si na e Gas Loq In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed / Regulator 18" Above Grade Gas Furnace Shut-Off Within 30 ft. or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace / Hot Water Heater Operating / Fresh Air Intake Low Water Shut-Off for Boiler Relief Valve, Heat Trap /Water tern 110 Degrees Max. Garage Fireproofing Complete, Penetration Sealed - Furnace In Separate Room / Protected In Garage) Li ht Ventilation per Room /Safety Glazing Attic Access 30" x 20" x 30" H / Crawl Space 18" x 24" Final Electrical Site Plan/Variance Required Final Survey Plot Plan / Flood Plain Certification, if Req. As-built Septic System Layout Required Building /Apartment Number on Building or Driveway Build Access All Sides by 20', Driveable Surface 20"Wide Okay To Issue Temp C/O or Permanent CO(circle one) Okay To Issue C/C LAB&C APPLICATIONS-OFFICE USE\MULTIPLE DWELLING.doc Inspection for Permit to Occupy Fire Marshal's OMce Request Rec'd Permit No. Town of Queensbury I (^O 742 Bay Road v J Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518)761-8206 Business Na": J�(5 rcioriio r� Fax: (518)745-4437 Location: y Typeafkapeellm N A Yes No EXITS: Exit Access Enclosure COMMENTS Exit Exit Discharge AISLES: Main Aisle Width in/Flip SecondaryAisle Width � � e VVV EXIT SIGNAGE "t Si —normal ttery Si -batter EVAC signs in rooms TRUSS IDSIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: HUM Inspection of extinguisher FIRE ALARM SYSTEM Fir MerN `Jir Ct Fan Shutdown S0 ma i ed Fire Sprinkler System �i&9 t ' Fire Suppression—kitchen Fire S ession—Gas Islan JUL + YQ� / Generator Y0 Hood Installation j Elevator Interior Finishes � _$tOfa .e _ 7�.r..r� lt'4 Compressed Gas Clearance to Sprinklers Clearance to Bectricai Electric Wring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Sign age—Utility Rooms No Smoking Sions Maximum Occupancy Sion Emeruency Evacuation Plan Approved (if no other approvals apply,the B&C Office issue the ifi to of Occupancy) Q Denied 1 call for Recheck Inspected BY: L:\FireMarshal\New Foider\permitto occupyform.doc Inspection for Permit to Oc upy Fire Ma's O(tice Request Rec'd Permit No. Town of Queensbury (� 742 Bay Road =^ Queensbury,NY 12804 Scheduled Inspection Date: Time: _ Phone: (518)761-8206 Business Name: Fax: (518) 745-4437 Location: rMe of N A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Si -normal Sian-batter EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING ��U� <` , 1 r a L� FIRE EXTINGUISHER: Hung �v9Y4 �(-AA cv� inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suwresslon-kitchen l C),D yv" Fire Summssion-Gas Islan Generator 71, Hood installation Elevator Interior Finishes Stoma e �- nu(1(� Compressed Gas S� 4o Clearance to Sprinklers Clearance to Electrical ��►-� Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms �•C No Smoking Signs S Maximum occupancy sign Emergency Evacuation Plan Approved (if no other approvals apply,the B&C Office will issue the rtificat of Occupancy) a t?enied /call for Recheck Inspected By: ` vy\ LAFIreMarsho New Folder\permitto occupyform.doc ^ .30 Commercial Final Inspection Report Offii.e No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: �' arn/p Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: is T PERMIT#: (> LOCATION: f{ 7 DATE: — COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . 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 Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets l� Gur- Handica ed Bath/Parking Lot Si na e 'ejPZ '" Public Toilet Room Handicapped Accessible Qr�M 21,b I �sCa-red Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous112 in.Beyond[Both sides] C� `cce lhallc�w, Active Listening System and Signage Assembly Space Final Electrical 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 Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&CodesUnspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Repo Office No.: (518) 761-8256 Date Inspe tion request received: Queensbury Building&Code Enforcement Arrive: %�J am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: _� �. PERMIT#: — I,OCATION: 6 04<- DATE: _ COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion — Low Water Shut Off For Boilers D J Gas Furnace Shut Off Within 30 ft.or Within Line Of Site — /✓�` Oil Furnace Shut Off at Entrance to Furnace Area V j Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 'h doors S GA > 10%> 1000 s . ft. 0 y� 3/4 Hour Corridor Doors&Closers / k.-I !' Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" �O "`--j Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical r� Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides b le Surface 20'wide Okay To Issue Temp. o ermanent C/ Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc THE INSPECTOR A certificate evidencing compliance for the electrical installation covered in application noted below is being processed.This certificate will list detail of the installation inspected on ! Qom` Street 33� To illagelCity aria umber Inspector THE INSPECTOR A certificate evidencing compliance for the electrical installation covered in application noted below is being processed.This certificate will list detail of thJnstallation inspected,on Street �- Town/Village/City ��LO yCe i Application I'0.tmber i Inspector Commercial Final Inspection Repo ' 7Quee ) 761-8256 Date Inspection request received: Koury_Building& Code Enforcement Arrive: 2:1d am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: -j lL 12 t /. I PERMIT#: r LOCATION: _ / . DATE: r COMMENTS: Y N NA - Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), I '/z doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . 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 Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical i Site Plan/Variance re uired Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System La out Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler 7— Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Tem . or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc 2 0C Framing / Firestopping Inspection Re rt Office No. (518) 761-8256 Date Inspect9a request received: Queensbury Building &Code Enforcement Arrive: foam/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: , NAME: swz PERMIT#: LOCATAkAL: INSPECT ON: — TYPE OF STRUCTURE: Framing Y N N/A COMMENTS: Attic Access 27 x 3W minimum Jack Studs/Headers 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 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Vr �°�— Penetration sealed N j�s 4t J? 16 inch insulation in cavity min. J Garage Fire Separation House side h 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. Mo 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-Muilding&CodesNInsped'an FonmsTraming Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspeabii Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#. LOCATION: INSPECT ON: ��— TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers 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 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour F' hour Firestopping f on sealed ✓/- 16 inch insulation in cavitymin. �a 1� Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLDSuilding&CodesYnspedion Fo ms\Fran*V Firestopping Inspection Report.doc Revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive:_2.�am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: K" P"" --- PERMIT#: _ - -- � LOCATION: lr INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing Nail Plates Plumbing V Vents in Place /hU vew'a' `1772in—cffi minimum Drain Size Washing Machine Drain 2 inch minimumn�� u.� 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 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 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: h PERMIT#: r-- LOCATION: INSPECT ON: E TYPE OF STRUCTURE: .-Z Framing Y N WA COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging �� G. /✓ / Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-QLDSBuilci ft&CodesUnspection FomisTran ing Firestopping Uispection RepoR.doc Revised January 7,20M RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue �JG Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.rr.com Days Inn 13 March 2008 Dave Kenny 3178 Lake Shore Drive Box 271 Lake George NY 12845 At your request I observed portions of the Days Inn second floor framing where it is exposed for the remodeling that is underway. The floor is framed with TJI joists at 12" o.c. Some of the joists have been notched through the flange to make room for piping or other construction. Some of the notches occur in the top flange and some in the bottom flange. Some of the notches were probably cut when the building was constructed, and have apparently not caused problems. Cutting the flange of a TGI joist severely reduces its load carrying ability. The areas I observed were effectively reduced to TJI joists at 24" o.c. The floor deck is %" plywood which can span 24". Measurements of a joist indicate they are TJI/Pro 350, 14" deep. The span from the exterior wall to the corridor partition is 26' ±. At that span the joists 12"o.c. would carry a total load of 67 PSF,while the design load is 50 PSF. The reduced load carrying capacity has effectively turned "non bearing" partitions at the bathroom and bedroom into "load bearing" partitions, even though there are probably no footings. The spans become roughly 11', 6', and 9'. The notches occur in the 9' span. At that span the joists 24" o.c would carry 182 PSF, while the design load is 100 PSF. The worst case foundation load at the resultant "bearing" partitions occurs at the bedroom partition. The soil bearing pressure at this location is calculated at 682 PSF, which is almost negligible. It is my opinion that so long as there are no flange notches in adjoining joists an effective spacing of 24" o.c is acceptable. It may be that there are instances where a deck joint occurs over a notched joist. This would theoretically create a 12" cantilever in the deck that could make the deck bouncy. If this occurs, furr the ceiling below with 2 x 4's screwed to the bottom flange to transfer the load to the adjoining joists. I want to revisit each room before the gypsum board is reinstalled. C:IACAMAdirondack Outlet Mall\Days Inn\kenny 13marWdoc Do not notch any more joists. Find another way. Enclosed are my calculations, load tables, and manufacturer's recommendations for cutting holes in the web. [Note these are not current load tables, but are tables that match the dimensions of the joists.] r Ronald Richard Rucinski r Architect pc D Hatin w/encl CAACAMAdirondack Outlet Ma1RDays Inn\kmny BmarWdoc 2 S s T Y1--U C. le" T- Jo ) �s T v .-T- - J3 . 17-- Co 72-P- ) -po ✓L- - V A- T" It v) S TJ 1 ) Z7, T-A41J -T 1 Z.4 " 6c . q S TA-4 )�,tiLa-j T L. = igZ psi T--�3 1 Z1�" o C . 12 S?7/,-0 A-LI-riI-i `?", L. Is;0 '7,yLG FYI e,s U r2 C- Z —"- Z x PC.F- DESIGN PROPERTIES 13/4" 25/6" 3I/2' 1/z" 1/2 17/2 1Y2" 9/z 9Vz",117/a'", a/e� 1171a". 7/16' j or 117/a" 14"or 16" 14'or 16" 14"or 16" gin j 11/2" TJI@/Pro'' 150 joists TJI'/Pro''250 joists TJI@/Pro'"°350 joists T)1@/Pro'' 550 joists Top and bottom flanges of Top and bottom flanges of Top and bottom flanges of Top and bottom flanges of 1 Y2" x V/2" Microllam®LVL with 13/4"x l Y2" Microllam®LVL with 25/16"x 11/2" Microllam®LVL with 31/2" x 1 Yz" MicrollamO LVL with 3/a" Performance PlusO web. 3/a" Performance PlusO web. 3/a" Performance Plus®web. 7/16" Performance Plus@ web. DESIGN PROPERTIES BASIC PROPERTIES REACTION PROPERTIES TJI®/Pro"" DEPTH MAXIMUM INTERMEDIATE MAXIMUM JOIST ONLY MAXIMUM MAXIMUM` REACTION lbs. JOIST WEIGHT RESISTIVE MOMENT El x 106 VERTICAL SHEAR END REACTION NO WEB WITH WEB (lbs./ft.) (ft.lbs.) (in.Z lbs.) NO (Ibs.) STIFFENERS' STIFFENERS 150 9'/2" 2.2 2730 160 1120 945 1895 NA. 1 t�ib" 2.5 3620 276 1420 945 1895 N.A. 9'/2" 2.4 3210 185 1120 1015 2030 NA. 250 11%" 2.7 4260 319 1420 1015 2030 2385 14" 2.9 5210 474 1710 1015 2030 2385 16" 3.3 6075 653 1970 1015 2030 2385 11%" 3.3 5000 395 1420 1160 2320 2680 ' 350 14", 3.5 6135 584 1710 1160 2320 2680 16" 3.8 7205 801 1970 1160 2320 2680 117A" 4.7 7675 593 1925 1400 3355 3830 550 14 5.0 1 9420 874 2125 1400 3355 1 3830 16" 5.3 11065 1192 2330 1400 1 3355 3830 GENERAL NOTES • Design reaction includes all loads on the joist Design shear is computed at the • The following formula approximates the uniform load deflection of 4(inches): face of supports including all loads on the span(s).Allowable shear may For TJI®/Pro'"150,250 For TJI®/Pro'"550 sometimes be increased at interior supports in accordance with NER-119 and and 350 Joists joists NER-200 and these increases are reflected in span tables. •The reaction values above are based on an assumed minimum bearing length of 0= 22.5 wL4 + 2.67 wL2 = 22.5 wL4 + 2.29 wL2 13/4"at ends,31/2"at intermediate supports. El d x 105 El d x 105 w=uniform load in pounds per lineal foot d-out to out depth of the joist in inches L=clear span in feet El=value from table MATERIAL WEIGHTS (Include TJI@ joist weights in dead load calculations-see table above forJOIST WEIGHTS) Sheathing Roofing Materials Floors Based on: Southern pine-40 pcf for plywood,44 pcf for OSB Asphalt shingles .......2.5 psf Hardwood(Nominal 1") ...4.0 psf Douglas fir-36 pcf for plywood,40 pcf for OSB Wood shingles ........2.0 psf Concrete(1" thick) Southern Pine Douglas Fir Clay Tile.............9.0 to 14.0 psf Regular ............... 12.0 psf 1/2" plywood.....................1.7 psf...............1.5 psf Slate(3/a" thick)....... 15 psf Lightweight............8.0 to 10.0 psf 5/a" plywood.....................2.0 psf...............1.8 psf Roll or Batt Insulation(1" thick) Sheet vinyl ..............0.5 psf 3/4" plywood ....................2.5 psf...............2.3 psf Rock Wool...........0.2 psf Carpet and Pad .......... 1.0 psf 11/a" plywood...................3.8 psf...............3.4 psf Glass Wool...........0.1 psf 3/4" ceramic or quarry file ... 10.0 psf 1/2" OSB............................1.8 psf...............1.7 psf Gypsum concrete(3/4").....6.5 psf 5/a" 056............................2.2 psf...............2.0 psf Ceilings 3/4" OSB............................2.7 psf...............2.5 psf Acoustical fiber file........ 1.0 psf 11/a" 056..........................4.1 psf...............3.7 psf 1/2" gypsum board.........2.2 psf 5/a" gypsum board.........2.8 psf Plaster(1" thick) .........8.0 psf ALLOWABLE UNIFORmI • • / / HOW TO USE THESE TABLES 1. Determine the total load and live load on the joist in pounds per lineal foot(plf). 2. Locate under JOIST CLEAR SPAN a span that meets or exceeds the required joist span. 3. Scan right across the row until you find a cell where both the maximum TOTAL LOAD value and the maximum LIVE LOAD FLOOR value meet or exceed the required loads.In cells where LIVE LOAD is not,listed,TOTAL LOAD will control. ERFORMANCE 4.The series and depth of the appropriate TJI®joist is shown at the top of the column in which the cell is located. TJI®/Pro'"150 Tile/pro!"250 JOIST 91h" 11TA" 91h" 1:17/8" 14" 16" CLEAR LIVE LIVE LIVE LIVE LIVE UVE SPAN LOAD TOTAL LOAD TOTAL LOAD TOTAL. LOAD TOTAL - LOAD TOTAL LOAD TOTAL L/480 LOAD L/480 LOAD L/480 LOAD L/480''_ LOAD L1480 LOAD L/480 LOAD 6' 246 246 264 264 264 264 8' 186 186 199 199 199 199 10, 142 149 149 160 160 160 160 160 12' 87 124 124 99 133 133 133 133 14' 57 107 95 107 65 114 108 114 114 114 16' 39 78 65 93 44 89 75 100 100 100 18' 28 56 47 83 32 64 54 89 78 89 89 20' 20 41 35 70 23 47 40 80 58 80 79 80 22' 31 26 53 18 36 30 61 44 73 60 73 24' 24 20 41 28 23 47 35 67 47 67 26' 19 33 22 18 37 27 55 37 62 28' 26 30 22 44 30 57 30' 21 25 18 36 25 50 TJI®/Pro""350 TJI®(Pro'"550 JOIST 117/a" 14" 16" 117A" 14" 16" CLEAR LIVE UVE LIVE LIVE UVE LIVE SPAN LOAD TOTAL LOAD TOTAL LOAD TOTAL LOAD TOTAL LOAD TOTAL LOAD TOTAL L/480 LOAD L/480 LOAD L/480 LOAD L/480 LOAD L/480 ` LOAD L/480 LOAD 6' 301 301 301 436` 436` 436` 8' 227 227 227 329` 329` 329` 10, 182 182 182 264' 264` 264' 12' 152 152✓ 152 220' 1 220` 220` 14' 129 131 131 131 185` 189` 189` 189` 16' 90 114 114 114 131 166` 166` 166` 18, 65 102 94 102 102 95 147` 136` 147` 147` 20' 48 92 70 92 92 71 133` 102 133` 133` 22' 37 74 54 83 73 83 55 110` 79 121` 105 121` 24' 29 58 42 76 57 76 43 86 62 111` 83 111` 26' 23 46 33 67 45 70 34 68 49 99` 66 102` 28' 18 37 27 54 37 65 27 55 40 80 54 95` 30' 30 22 44 30 61 22 45 33 66 44 89` 32' 25 18 37 25 50 18 37 27 55 37 74 34' 21 31 21 42 31 23 1 46 31 62 36' 18 26 18 36 26 19 1 39 26 53 `Joist reaction(simple span)exceeds 1200 lbs.,web stiffeners are required at hanger locations.Web stiffeners may be required for other conditions, see notes below. GENERAL NOTES Tables are based on: WEB STIFFENER REQUIREMENTS • Uniformly loaded joists. • Required if the sides of the hanger do not laterally support the TJI®joist top flange • Values shown assume no composite action provided by sheathing. or per footnotes on pages 20 and 21. • Most restrictive of simple or multiple span. •TJI®/Pro`"550 joists only:At hanger locations where joist reactions exceed • TOTAL LOAD limits joist deflection to L/240. 1200 lbs. • LIVE LOAD is based on joist deflection of L/480. • If live load deflection limit of L/360 is desired,multiply value in LIVE LOAD column by 1.33.The resulting live load shall not exceed the TOTAL LOAD shown. m L Minimum distance from CHART A Minimum distance from CHART 5 Min-I Mumc*5t distance I Minimum distance from CHART A from CHART b 0 0 O [� D Do not cut A 11/2"hole can 2xC1, 2 x L, L holes larger be cut anywhere than tYi'in I minimum minimum in the web (also applies cantilever to 1/2"holes) HOW TO USE THESE CHARTS 1. Determine the hole shape(round,square or rectangular)and select the appropriate CHART-A or B. 2. Under HOLE SIZE, locate the column which meets or exceeds the size of hole you require. 3. Use the first two columns to identify the TJIO joist series and depth being used in your floor or roof system. 4.Scan right across the row until you intersect the column which contains the hole size you selected. The value shown is the required minimum distance from edge of the hole to the the inside face of the nearest support. CHART A - ROUND HOLES MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE ROUND HOLE SIZE DEPTH TJIS/Pro- 8%. 9. 103 /4" 2' 3' 4' 5' 6" 61/4' 7' 10" /4" 12" 123 150 1'-0" 1'-6" 3'-0" 4'-6 7:-0" 7'-6" - - - - - 91h" 250 V-0 2'-6 4'-0 5'-6" 7 -6" 8'-0" - 150 1'-0 V-0 1'-0 1'-0" 3'-0" 3'-6 5'-0 7'-0 8'-6" 250 11-01. 1'-0" 2'-0" 3'-0" 4'-6" 5'-0 6'-0 8'-0 9'-0 117/8" 350 1'-0" 2'-0" 3'-0" 4'-6" 5'-6" 6'-0' 7'-0 9'-0 10'-0" 550 11-0.1 1'-6" 3'-0" 4'-6" 6'-0 6'-6 7'-6 9'-6 10'-6" 250 1'-0. 11-01, 11-0. 1'-0" I'-6 2'-0 3'-0 5'-0" 6'-0 6-6 8 -6" I0'-0' - 14" 350 11-0.1 11-0.. 11-0" V-6" 3'-0 3'-6 4'-6" 6'-0" 7'-0 8'-0" 9'-6" 11 -0" - 550 11-01, 1'-01. 1'-0" 2'-6" 4'-0 4'-6- 6'-0 7'-6" 8'-6" 9'-0" 11--10" 12--0' - V-0.1 V-01. V-01. 'T 6' 250 11-01, 11-01, V-0" 1-- 1 6 2'-6 T-0 5'-0' 6'-6 0 1 1 6: 3 11-0.1 1 1 3 6 '12 -0 16" 350 V 11-0. V-011 -01. V-011 -0.1 4'-6 5'-0 0; 0 V-0 l'-6' 550 1 V-0" V-01. 1 11-01, M' � 2'-0 3'- -0.1 - - 1192' -61 CHART B - SQUARE OR RECTANGULAR HOLES MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE SQUARE OR RECTANGULAR HOLE SIZE DEPTH TJIO/Pro- 8%0 9. 10" 12" 123 2' V 4' 5K 6" 6-1/4' 7" 8" 103 14" /4" 150 1'-0 2'-0 4'-0 6'-0" - - - - - - - - - 91h" 250 1'-0 2'-6 4'-0 6'-6" - - - - - - - - - 150 11-01, V-0 1'-6" 4'-0 7'-0 7'-6" 8'-0" 9'-0" - - - - - - 250 11-0.1 V-6 3'-0" 5'-0 8'-0 8'-0" 8'-6" 9'-0' - - - - - - 117/8" 350 V-0 2'4" 4'-0" 5'-6" 8'-6 8'-6" 9'-0" 9'-6" - - - - - - 1 550 3'-0 4'-0" 5'-6- 7'-0" 9'-6" 9'-6" 10'-0" 10'-0" 10'-6" - - 250 11-0.1 1'-0.1 V-6" 3'-6 5'-6 6'-6" 8'-0" 10'-0" 10'-6" 1 V-0' 1 V-6 12'-6 14" 350 11-0.1 1'-0" 2'-0" 4'-6 6'-6 7'-0 ll 91-01, 101-6 1 0" I I I�-6�: 12--0" 12'-6 550 V-0" 3'-0 5'-0' 6'-6 8'-6" 9'-0 10'-0" 1l'-6: 112: 0. ,2-0 2'-6" 13--0" 250 11-01. V-0' V-0" 4�-O" � 4�-6 6'-6' 11'-0" 11'-6' 12'-0" 13'-0. 14:-0: 115:-0. 11-0.. '::00", -0.' 16" 350 V-0" 2'-6" 5 -0" 5 -6 7:-O� 10'-0" 12'-0" 12'-0" 12'-6' 13'-6 14-6 5 -6" 550 11-0, V-V 3'-0 5'-0" 7'-0" 7'-6 9-6- 191"-6" 13'-0" 13'-6" 14'-0" 14'-6- 15'-0' 16'-0' Rectangular holes based on measurement of longest side. GENERAL NOTES DO DO NOT • If more than one hole is cut into the web,the distance between the edges of the holes CUT OR must be at least Zx the length of the largest hole. o NOTCH • Holes may be located vertically anywhere within the web.Leave 1/8"of web minimum at FLANGE top and bottom of hole. 0 TJ01 joists are manufactured with 11/2" perforated knockouts in the web at approximately 12" on-center along the length of the joist. • Distances in the charts above are based on uniformly loaded joists using the maximum loads FULL WEB DEPTH RECTANGULAR shown for any of the tables listed within this brochure.For other load conditions or hole configurations not included in these charts,refer to our TJ-Beam"or TJ-Xpert7 software or HOLES ARE ALSO POSSIBLE. contact your Trus joist MacMillan representative. CONTACT YOUR TRUS JOIST MACMILLAN • For simple span(5 foot minimum)uniformly loadedjoists meeting the requirements of this REPRESENTATIVE FOR ASSISTANCE. brochure,one maximum size round hole may be located at the center of thejoist span provided no other holes occur in the joist. DO NOT cut into joist flanges when cutting out web. Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm. Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: ►lV PERMIT#: 7 , 1` LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N /A COMMENTS � Attic Access 22"x 30"minimum ��r� 1� Jack Studs/Headers `j Bracing/Bridging Jd�S >� Q �i�et r ,p�„i„/�a. Joist hangers / j/ Jack Posts/Main Beams /`�a"�r ce- 4`cr- +c•- Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %s w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping LX j' �� 4,w-f Penetration sealed r� 16 inch insulation in cavity min. vcra `� � /too Garage Fire Separation // House side % inch or 5/8 inch Type X Cl Garage side 5/8 inch Type X l / � Ceilin wall s, -c/( �-/rNrenr 4--• 1cr Windows Habitable Space/Bedrooms 24 in. (H) G� 1�s 20 in. (W) 5.7 sf above/below grade _ 5.0 sf grade �c �rti�� gym,/ / 7/ S. ec 4-j 4, // �p Rough Plumbing / Insulation InspOction Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: /0, Si am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �! � � ' PERMIT #: f LOCATION: IN ON: TYPE OF STRUCTURE: y. . 71 Y N NIA Rough Plumbing / ail Plates Plumbing Ve Vents in Place ' inimum 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.1 for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS; ,„, Ile— Wj / Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7.2008 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ),&; am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspectors Initials: NAME: PERMIT#: 7 4W LOCATION: 7 DATE: COMMENTS: ChimneyY N NA/"B"Vent/Direct Vent Location < Plumbing Vent Through Roof 6"/Roof Complete / f Exterior Finish/Grade Complete 6"in 10' or Equivalent v !� Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers Firewalls!Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . 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 Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na a v Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical 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 Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc � 6 Z L 8ZL M 0) Z Z L y- 9Z L �J 5Z L -� co ao vs P M P Q tz L i ZZL EZ LOZL err e L Z L TOWN OF QUE Y 8 L L X BUILDING & O D T- 6 L :L — Based w �' Reviewed - Date: L L L phRs . a, rr �, : ,,,�,rr k TO V N OF QUEEN "!<< r' .G v ULrAR T MIENT on our limitea examination, 5 L L 9 L L coWliance with our comments shall nottbe construed as indicating the pigs and specie cations are in full L L L Lrv, �} �' iianre with the Cuilding Codes of Y or;c 4`.awa 60L OLL W N 0 N 80 L 1 '� goy, LEVER HANDOLES REQUIRED ON ALL PASSAGE DOORS WHETHERIMTERIOR OR EXTERIMR DOORS 2� ova � M M M O) LZ U d- 9U N M 9ZL co ao co tV V6 ZZV6 d. CUOZL L U 6LL W �1 O� L � `o s } K L U ZL L Q 60L 0 � � w a� w 80 L NeI&V �� x17 M O VJ >�hx17 in.• iS�OhRx�.Oh I7 72, la xf7d,p M. t3�,a ln.R—xl)0.0 M. ! \ C J a ,I-O 144.01n.0 n 3U( Room 1 0 h x 144.0 In. Room 252.0 h x 144.0 in, �l CL r,- 1 O ' �—=- 0 0 Net B r 1, Room om Make-Up Make-Up 141.0 in.x 169.3 in. Room Table Table 151.0 in.x 169.8 in. 71.5'n.x 169. in. Rom / 72.0 in.x 168.81n. Wet Bar Vanity Vanity \\ OO Lj Room Room o 201.0 in. x 138.8 in. 52.0 in. x 140.0 in. o' wFa�x� -- -_ i<r r y w �r y(1✓) u' f� Room 1�':��, Y?� r n �.�;'`�.� (a—•J( i.$ Room cc i 154.0 in.x 170.0 In. 72. in,x 170.0 In. q n x `s IN a � t � MINE .S �>" -�h+p s I iE.tk »` "roh,• ' "�..bd