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2004-532 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20040532 Date Issued: Friday, February 18, 2005 This is to certify that work requested to be done as shown by Permit Number P20040532 has been completed. Tax Map Number: 523400-297-008-0001-010-000-0000 Location: 603 QUEENSBURY Ave Owner: IDA OF WARREN & WASHINGTON COUNTIES Applicant: ANGIO DYNAMICS DIV. OF E-Z-EM, INC. This structure may be occupied as a: By Order of Town Board Commercial Alteration TOWN OF QUEENSBURY Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040532 Application Number: A20040532 Tax Map No: 523400-297-008-0001-010-000-0000 Permission is hereby granted to: ANCTIO DYNAMICS DIV. OF E-Z-FM. TNC. For property located at: 603 QUEENSBURY Ave 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: IDA OF WARREN&WASHINGTO 5 WARREN St Commercial Alteration $80,000.00 Total Value $80,000.00 GLENS FALLS, NY 12801-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-532 1280 sq ft COMMERCIAL INTERIOR ALTERATION $153.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, August 24, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Tuesday, August 24, 2004 SIGNED BY for the Town of Queensbury. uil ' g&^eorcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until applicant has received a Foe Paid valid building permit. All applicants' spaces on this Roe.Fee Paid $ application must be completed and must appear on the Reviewed By: application forni. Owner: ?D�4 w ti ,►c�a Applicant:�r���.7.a.,�,-i.��s r�. s..� Address: e, Address: Phone#(L&). f - � 2/S'� Phone# Property Location: Lot Number. / House Number / SubdivisionName: Tax Map Number. BsfG- oGG> � 00 o New Building: residence /commercial 'Estimated Market Value of Construction: $ fog eJO u Addition: residence/ co ial if an Addition,what will use of new addition be? Ar Alteration: residence/ c06�i� ©,f�'. % No ehaage to exterior size: rei ence/com'1 O Other work(describe Check Occupancylnformation 1 Floor 2 Floor Other floor Total Below sq.ft. sq.ft sq.ft. Square Feet o Stngle fan dwellin 0 Two Aunfly dwelling v Townhouse p c Multifamily dwelling EEN BURY #of units Office T 1,196 o Mercantile o Manufaau= 0 1 car detached MLe o 2 car detached garage 0 3 car dewchsd prage 0 1 on attached page 0 2 car attachedi gmge 0 3 car attached gmSe o Storage building- comnnercial o Storage building- residential 0 Other What is the proposed height of the structure feet inches se u Will any second-hand or ungraded Iumber be used? If so,for what? Ald Type of Heating System: electric/ oil / wood /forced hot air/ baseboard/other. Number of Fireplaces to be installed 0 _ Number of Woodwyes to be installed D List below the person(s)responsble for supervision of work as regards to building codes; Name Address- Phone Number Builder W e7eadit-77Z 0 Plumber Mason Electrician ,•i/ Decl>i;ratigW please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Vwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an.As Buut Survey by a licensed surveyor,drawn to scale,showing actual location of all nstcvction. Signature: owner„ -nerDagent�, chitect,contractor Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re est re eiv d: J Queensbury Building&Code Enforcement Arrive: p part: i pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s- NAME: ��� t.-.. PERMI #: ��� --SZ, �— LOCATION: f ,n _DATE: Z — /—' 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/F# 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/P n t Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built S tic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building AccessAU Sides by riveable Surface 20'wide O ermanent C/ , Oka To Issiie'C!C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518)745-4437 Fire Marshal's Inspection Report Request 0� � �`} SCHEDULE Received: Permit# l/ c�1 INSPECTION ON:—� Name CA n AM°' M ANYTIME Location: APPRO N/A YE NO COMMENTS EXIT ACCESS Al ��EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL EXIT SIGN-BATTERY �� EMERGENCY LIGHTING �/ FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION l n ' FIRE EXTINGUISHER HYDRO ru FIRE ALARM SYSTEM Q FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DATE 60 T OK 4 INS CTED BY COMDEV/CHRISJIWORDILETTERS20011FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Town of Queensbury Fire Marshal's Office CL 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit# Cq` 3Z INSPECTION ON: -1 c Name: 16 �0 AM PM ANYTIME Location: ���`�r-� �`'� APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE U _ EXIT DISCHARGE MAIN AISLE WIDTH ` &I` SECONDARY AISLE WIDTH r�acic�n EXIT SIGN-NORMAL EXIT SIGN-BATTERY cry ` C, EMERGENCY LIGHTING ` FIRE EXTINGUISHER HUNG , Sin gam.__ FIRE EXTINGUISHER INSPECTION X5 v R FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM X _ FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND 'C HOOD INSTALLATION _ INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN EE OK THIS DATE 4KF CO NOT K INSPECTED BY COMDEV/CHRISJIWORDILETTERS2001/FIREMARSHAUNSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re st e iv _ Queensbury Building&Code Enforcement Arrive: a p Depart: an6�2 742 Bay Road,Queensbury,NY 12804 Inspector's Initia : NAME: /�iJ�ID�'��Ata�� PERMI 2��� �� LOCATION: Q�E Uri R AJE. DATE: z—1 t��i 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 1111 ,���i `3 Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if required V\ \ �� F 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 ps�) Boiler/Furnace Enclosure 1 hr.. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion �Q f✓ ZC. 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 Stocicroom/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.Eathroom Grab Bars/Sinks/Toilets andiQapped Bath Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Beyond 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 Last printod 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Framing / Firestopping Inspection Report / �a Office No. (518) 761-8256 Date Inspe tion request received: Queensbury Building& Code Enforcement Arrive: O am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: C i PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing N N/A COMMENTS Jack Studs/Headers Bracing J Bridging Joist hangers Jack Posts/Main Beams 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 '/2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, hour Irestopping Penetration sealed / 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) j 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORNISTraming Firestopping Inspection Report.doc January 29,2003 Framing / Firestopping Inspection Report / Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building& Code Enforcement Arrive: 1 -3- am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:' NAME: C PERMIT#: LOCATION: C INSPECT ON: � TYPE OF STRUCTURE: Framing Y N N/A COMMENTS 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls e'r ,:,v Metal Strapping for Notches Top Plate ' 1 '/2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire , aration 1, 2, 3 hour &/ ire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMSTFraming Firestopping Inspection Report.doc January 28,2003 y ' A" Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requeseieciv Queensbury Building& Code Enforcement Arrive: atiV 4 P e m 742 Bay Road, Queensbury,NY 12804 Inspector's InitiAs,--'-` NAME: 7y c0 PERMIT #: LOCATION: (�(? ^'� �-e.�, i�t„/� �L Q INSPECT ON:_ S TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family nsulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properl /No duct tape COMMENTS: l ` LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 -1-7, `tZ)P;'11 ,k v�7 /,�,,� Rough Plumbing / Insulation Inspection Report Office No. (5 l 8) 761-8256 Date Inspection reque re eive : Queensbury Building&Code Enforcement Arrive: Z*,0 D part: a 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: ,— C�;�' PERMIT #: - 2- Y � LOCATION: INSPECT ON: TYPE OF STRUCTURE. N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents C st Iron, Copper Drain/Vent/Comm. \ umbin Vent/Vents in Place Rough Plumb' iMates 1 % inch min. Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Family sulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed property/No duct tape COMMENTS: L:1SueHemingway\Building.Codes.Inspection,FORM S\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r�,CTu, ed: Queensbury Building& Code Enforcement Arrive: mart: a 742 Bay Road, Queensbury,NY 12804 Inspector's Initian t NAME: PERMIT#: o 04 ~ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS raming Jack Studs/Headers Bracing/Bridging J Joist hangers V Jack Posts/Main Beams 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 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center J Ice and snow shield 24 inches from wall v 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 '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 l /l Rough Plumbing / Insulation:11nsction ort g gOffice No. (518) 761-8256 Date Inspectiost re ey�,ed: Queensbury Building&Code Enforcement Arrive: m epart: am/742 Bay Road, Queensbury,NY 12804 Inspector's Ini r / 3 NAME: o � ''�Yl' �PERMIT#: r LOCATION; _ INSPECT ON. TYPE OF STRUCTURE: Y N N/A PV -I, R-2,R-3,R-4 Drain/Vents Cast Iro Copper Drain/Vent/Comm. ng Vent/Vents in Place ;` IN gh Plumbing/Nail Plates Head or Air Supply Test Drain and Vents � .... 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC, Pex One&Two Family Insulation/Residential Check/Commercial Check Proper Vent, Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingwaylBuilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 29,2003 l� Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection rWecQueensbury Building& Code Enforcement Arrive: a 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: �L Yl. e� PERMIT#: L LOCATION: r,c INSPECT ON: TYPE OF S UCTUkff Y N/A Framing COMMENTS � ����' �`o Jack Studs/Headers T 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow 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 '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASSueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection rereco IQ aiLr7 OQueensbury Building&Code Enforcement Arrive: aDepa : m 742 Bay Rd., Queensbury,NY 12804 Inspector's InitialNAME: Y (�1Cc ,� ob LOCATION: 1 I �1 _ / 0Q TYPE OF S"rRUCTU Comments ----------- -- Y N N/A Footings Piers Monolithic 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 pu_pr ose on site. _ Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing;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 JFoundation Insulatio Brio /Exterior R- 1- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.1-ORMS\Foundati on Inspection Report.doc January 28,2003 Q�� 1 '1-/ Rough Plumbing / Insulation Inspection Report g g P p Office No. (518) 761-8256 Date Inspection reque �reciv : Queensbury Building&Code Enforcement Arrive: p epart: ant�I 742 Bay Road, Queensbury,NY 12804 Inspector's Init' is - NAME: C, r PERMIT #: LOCATIO INSPECT ON: (� - > TYPE OF STRUCTURE: , Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial / � � o er,CPVC,Pex One and Two-Family �N \ nsulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: _ GEC\—\V') - Z\ �z L:�.SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Foundation Inspection Report r� Office No. (518) 761-8256 Date Inspection req st eceid".' Queensbury Building&Code Enforcement Arrive: aOpm Depart: am/ - 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: _ �;� c �cN�iY� C Pf IT#: Q� LOCATION: _ _ SPECT ON: TYPE OF STRUCTURE: Comments Footings ----~ ----- ___T_ Piers Monolithic Slab Reinforcement in Place _ The contractor is responsible for providing protection from freezing for 48:hours following the placement of the concrete. T�jdterials for this purpose on site. oundation/Wallpour e Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump _ Footing Drain Stone: 12 inch width 6 inches above footing I 6 mil poly for wet areas under slab Backfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building,Codes.Inspection.FORM S\Foundati on Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re e rec * d: �'� o 00 Queensbury Building& Code Enforcement Arrive: m/p art: 4 a 742 Bay Road, Queensbury, NY 12804 Inspector's Init, Is NAME: ULA&Aw m PERMIT#: LOCATION: INSPECT ON: j0 3 0 wnL TYPE OF STRUC URE: Y N N/A COMMENTS r s/Headersg/Bridging Joist hangers Jack Posts/Main Beams 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 '/2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow 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 %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Sue Hemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 DRAFT COPY (3/21/03) CHECKI,1ST NYS BUILDING'CODE (BC) Building: Aj /�4 M� NYS FIRE CODE(FC) NYS PLUMBING CODE (PC) Location: ( peers 4— NYS MECHANICAL CODE(MC) NYS FUEL GAS CODE (FGC) Date: NYS ENERGY CODE (ECC) Reviewery Publication Date: May 2002 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 f� 5 Type of Construction BC-Table 601 81 j 6 No. of Sleeping Units/Level BC-202 14& No. of Units-Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75'Rule) BC-403 36 Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR = Not Required NS = Not Shown NA= Not Applicable Note: * Non-separated occupancies impose the most restrictive requirements JAM Pagel of 10 j L0 .1 ' 9 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31 11. Frontage&Sprinkler Credits Area Modifications (calc.) BC-506 74 Height Modifications BC-504 73 12. Height&Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 ` Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Fir. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150'rule) � ' iQ FC SO-S 31 14. Exterior Walls Distance Separation" BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 - Parapets BC-704.11 88 Exterior Wall Coverings RC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible * Distance separations are doubled if fire fighting water is not available (FC-508.1.3). NOTES; JAM .7 Y y �- Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 a Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19ee1r Control Areas BC-414.2 52 f Fire Walls BC-705 89 AO, Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 16. Space ,L Cesi+-CAW, 25P Min. Rm. Dimensions J, 9- BC-1207.1 251 Min. Ceiling Height BC-1207.2 251 17. Ventilation (Nat. or Mech.) BC-1202.1 249 18. Light((Nat. or Mech.) BC-1204.1 250 19. Exits t e►»v"e0' V /009,I.Z.I ate Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Table1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1004.2.4 220 Aisle Width BC-1.004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity of Exits (calc.)_ BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1 003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 20. Stairs Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.E 215 Handrails BC-1003.3.3.11 215 6v--ds I be 16D3f3,2-.n.- ,26 mat/ lase /2 JIhf( 3 3C J063,3,3(, a15 JAM Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snowa�oading--Ground BC Fig 1608.2 296 Jf�� Snow Loading---Roof(talc.) ASCE 7-98 Al Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 Floor Loading BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading (talc.) BC-1609 297 Roof Walls Windows Seismic Loading (calc.) BC-1614 315 Foundation Depth BC-1805.2 398 22. Interior Finishes BC-Table 803.4 161 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693 25. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs BC-1003.2.11 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 238 Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-1107.6.1.1 241 #of Dwelling Units BC-1107.6.2 241 to, Toilet Facilities BC-1109.2 244 r Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 27. SPECIAL INSPECTIONS BC-1704 379 Notes: / `�S 4Ir ac,,�� � CGi- V�.1 31 JAM Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 28. FFirerotection Equipmental Station Monitoring FC-901.9 52 kler Systems FC-903 55 Extingushing Syst. FC-904 59 Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems &SD FC-907.2 66 Fire Alarm Boxes+2a/af FC-907.4.1 907.9 72173 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 . 85 rNaser" I FC-903A,/01 57�1 29. Plumbing Code Fixture Count PC-Table 403.1 21 +.•S cu,�,., Serurce ,►k Water Supply Service Pipe Size _ PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed 30. Mechanical Code .� Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MG-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MG-507 37 Kitchen Make-Up Air MG-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MG-602 47 Fire &Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces-Def. MC-202 5 31. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 603.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 .-� 32. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation-Heating ECCC-Table 503.3.3.1 44 Duct Insulation-Heating ECCC-Table 503.3.3.3 45 Pipe Insulation-Hot Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: re + SNow Uekf 1c 1 JAM !JD � Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW. 1. Area iperease Based Upon Frontage And Sprinkler Increase. Frontage'Increase: If= 100(F1P-0.25)W = Answer in % 30 Note: If= 75%when 4 sides accessible&water available Allowable Area: Aa=A + (A ,ax If)+LA x I�j=Answer in Square Feet (BC-Pg. 74) 100 100 2. Exit Capacity Calculations (Table 1003.2.3)(BC-Pg. 202) (Occupancy Load for Exit)x(Egress Width per Occupant)= (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69)& (Eq. 7-2)(pg-70) (ASCE=American Society of Civil Engineers) Pf=0.7CeC,IPg = Fiat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above,Answer in#per SF) C.= Exposure Factor (BC-Table 1608.3.1)(Pg.297) q = Thermal Factor (BC Table 1608.3.2)(Pg.297) 1 = Importance Factor (BC-Table 1604.5)(Pg. 287) Pg= Ground Snow Load (BC Fig. 1608.2)(Pg. 296) Ps = CSPf= Sloped-Roof Snow Load Where: P$ = Sloped-Roof Snow Load Cs = Roof Slope Factor (ASCE 7-98)(Pg. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 a. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls.Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/3rd of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the frre area, aggregate area). 10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall, floor,or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a 1 hr, fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50%of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 r � AngioDynamics Facility Expansion Project Rev. D Room By Room Detail Date: 8/24/04 PHASE IV (Customer Service & Marketing) (Ref. Room No. 480) Proposed remodeling: Currently the space is used for cold storage of a verity of items.The floor is dirt and is of an open pole barn construction.The room-by-room detail will address the requirements office area and the modifications that are required in the remaining areas be code compliant. VMCE FOAM INSULATION MUST BEr7 Remodeling schedule: July 04 thru Sept 04 BY A 15 MINUTE THERMAL Within Phase IV there will be priorities and they are as follows: NOTICE 1. Customer Service&Marketing Room No.480,481,482 483 &484 2. Code Compliance of Rooms 477,476&475 RRAFT PAPER INSUU1T1ON MUST IRE Phase IV: To contain the following areas: COVERED BY NON-COMBUSTIB11.F ' Office area Room No.480 N O T I C E Specifications: Install Concrete floor 6"thick as indicated LEVER HANDLES R E Q U I R F-r) Stud perimeter walls Insolate with R19 ON ALL PASSAGE DOORS Install windows as indicated(8 pls) WHETHER INTERIOR 0`9 Install laminated support beans if feasible Install sub ceiling and drop ceiling EXTERIOR Stud internal walls(walls to extend to ceiling but not attached) Insolate office walls for sound proofing All office doors to be 36"solid core Install double steel doors leading to room 481 Install new entrance door from east side of area Install door over hang as indicated Install all emergency lighting as required Install all exit lights as required "Ode Install all Data and phone lines(see separate detail) =` Install Card access system Paint all interior walls(2 coats,color TBD) Install carpet in all areas Install VCT at entrance area F11E Copy Extend outside walk way to new entrance door with lift out grate at door. All exterior doors to be at grade. :.V '`r,3 titiT3 '.E�� ..i� y..i`•.' aavm xr .rw�easaueen�ta F:\IVIANUFACT\FACILITY\Phase IV Rm by Rm Detail.doc f 1 331TOR �,MIA, bit AngioDynamics Facility Expansion Project Rev. D Room By Room Detail Date: 8/24/04 Environmental Control Install a HVAC system to serve entire area as indicated with supply in each room and central return.The system must bring in the required fresh air to conform to the Town of Queensbury Code Requirements (see Room 484 details) Hall Room No.481 Install Concrete floor 6"thick as indicated Stud perimeter walls Insolate with R19 Install laminated support beans if feasible Install sub ceiling and drop ceiling Stud internal walls Install insolated double steel doors leading to out side Install door over hang as indicated Install all emergency lighting as required Install all exit lights as required Paint all interior walls(2 coats,color TBD) Install VCT the Bath Rooms Room No.482&483 Specifications: Install Concrete floor 6"thick as indicated Stud perimeter walls Insolate with RI Install sub ceiling and drop ceiling Stud internal walls Install bath room fixtures as indicated(Locker are on site) Install all emergency lighting as required Install all exit lights as required Paint all interior walls(2 coats,color TBD) Install VCT Utility Room Room No.484 Specifications: Install Concrete floor 6"thick as indicated with sewage pumps and utility supplies • Gas line • Water supply • Sewer discharge • Phone lines • Data Lines F:\MANUFACT\FACILITYThase IV Rm by Rm Detail.doc 2 r t AngioDynamics Facility Expansion Project Rev. D Room By Room Detail Date: 8/24/04 Stud perimeter walls Insolate with R19 Install sub ceiling and drop ceiling Install single 42"steel doors leading to room 479 Install all emergency lighting as required Install all exit lights as required Paint all interior walls(2 coats,color TBD) Install HVAC system as indicted(Temp. 68-74 deg.F) Install AC compressor on slab as indicated Electrical Room With in Room No.475 Specifications: Electrical service currently in place,all additional wiring to conform to code All Offices (5location) Specifications: 1-36"Door with lever handle and keyed to current master 6— 110v outlets/room 1—Data line/room 1 —Phone Line/room Open Office Area (8 possible locations) Specifications: 110v outlets spaced at 4' intervals along north wall(circuits TBD) 1 —Data line spaced at 6' intervals along north wall 1 —Phone Line spaced at 6' intervals along north wall 3 additional Data lines for Fax and printers required Warm Storage Area Room No.475 Specifications: Modify existing stairs to be code compliant Modify existing railing to be code compliant(2x4's not chain link) Modify existing stair railing to be code compliant(chain link) Move double doors as required Install exit and emergency lights as required Add roof extension over entrance doors Change door swing to swing out Add card access swipe to entrance doors Modify existing unit heater with natural gas nozzles Run natural gas lines to unit heaters Remove two bottle gas tanks and plumbing F:\MANUFACT\FACILITYThase IV Rm by Rm Detail.doc 3 AngioDynamics Facility Expansion Project Rev. D Room By Room Detail Date: 8/24/04 Cold Storage Area Room No.476&477 Specifications: Install exit doors as indicated Install exit and emergency lights as required Cold Storage Area Room No.478&479 Specifications: No work required Miscellaneous Specifications: All phone lines will terminate in MIS area(each individual line to be cat 5E or better) All data lines from utility room 484 to MIS shall be fiber optic All point of use data lines to be Cat 5E All phone and computer lines to be identified by No. and all wall plates to correspond with the line No. Room dimensions are not fixed,some changes maybe required All interior doors are to have lever handles All doors to be master keyed Install paging system to all areas "L l All bath rooms are to be handicap compliant with wisoption of shower stall All office lights to yield 100 foot candles Enclosed Walk-Way Walk way between buildings to be installed Walkway to be enclosed with side walls Walkway to provide fire separation between buildings so as to be code compliant Walk way to be lighted and contain emergency lighting back up Walkway shall not infringe any existing emergency exits Walkway shall contain required emergency exits F:VMANUFACT\FACILITYThase IV Rm by Rm Detail.doc 4 1 4 El FUTURE WAREHOUSE ADDITION /iu rl ET O _ El525 r UTIL ELEV UT1 ELEV 28 OFFI ES 280FFIGES O O � SECOND STORY ANITOR•^ eiwAGE ❑ 477 O 479 E x�j- 484 —EXI-T- 482 483 481 X 476 ® 480 ° 80-0 CHEMICAL STORAGE 478 EXITU 475 � 80-0 80-0 80-0 Hoc X 80-0 EXIT X®g 477 Dp 479 ® EX4 484 I 482 483 g 481 X O 476 gp a ® 480 o �3 80-0 CHEMICAL STORAGE 478 475 80-0 EXIA 80-0 80-0 � 80-0 I/ EXIT O g X tp71 i F� UTILITY ROOM AGE ROOM#484 SEWER TO EXISTING BUILDING 0 FD :)R 87 SQUARE FT. He/ter - SUPPLIES FOR: GAS -E FT. Electrical a r P ABC - WATER Panel - PHONE -- - _ DATA LINES SEE DETAIL FOR ROOM ROOM EL _ BATH ROOM #482 #483 " ` LAYOUT -+-�--- ------- _.._ AC CONDENSER UNIT — EXTEND ROOF FD Q O OVER DOORS 15 ` SHOWER/E 1 O 1 S UARE FT. 11 \ SH STA EACH ----- --_-----, ROOM#481 SQ114 SQUAREV 7, EXIT �1 __,..tom _� WINDOWS LIGHT LAYOUT \`II i f z'y-� � 1• R06W 480 1280 SQUARE F T. DIFY BOTH STAIRS AND 61'-78" �ZANINE RAILING TO BE COMPLIANT MOVE DOOR AS REQUIRED -LS AND CEILING NT PAINT 6"STUDED 10, INSULATED WALL TL- 75 EYE WASH STATION € [ s ORAGE/WORK AREA 10' E FLOOR 9' RE FT. T Plcc F z EATERS TO BE a )R NATURAL GAS q7 - i \� 0 L 4 82 - 8 6101 ._. 1 - CO2 LIP EXIT fj EXIT &$ S Z F I az a [EAD DOOR 1 1 I CHECK LII z3'—z2" VALVES CHANGE DOOR SWING TO OUT ADD ROOF 4'FROM BUILDING SIDEWALK (3 PLACES) PULSE CPDCV L Jul 15 04 11 : 34a Rob Holbrook 518-746- 1518 P. 1 ' PO Box 126.22 Sullivan Parkway•Sullivan Industrial Park•Fort Edward,NY 12828 Ph.(5181746-1520 Fox.1518)746-1518 Construction/aa FAX From: Don Gros To: G 10 1Ct�' Fax#: '7i S-&lo`, Attn: L� ^ !r Date: Time: Pages: (Including this one) Re: ...... .J.oj�P-4.......�.I- +=o.............................. .................`................. ...........!........... ! .ti.. ................... � Dv........!.7 G - .- a................ :- -' ..........E.. ................ 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Jul 15 U4 ll : j4a Rob Holbrook 518-746- 1518 t i i The 290D Singio Hung Coil Number Unit Dimension Rough Opening Square Fact Ewesm opening Ev-D opening In Inches In Feet Glass Area ssh nr..d(aP) son n,m oodph -- 2030 23 l 2 x 35 1/2 2-0 x 3A 3.85 1.90 2,07 2036 23 112 x 41 112 2-0 x 3-6 4.65 2.31 2.47 2038 23 112 x 43112 2-0 x 3-8 4.91 2.45 2.61 2040 23112 x 47 112 2-0 x 4-0 5.45 2.72 2.60 2044 23112 x 61 112 2-0 x 40 6.98 2,90 3.15 2040 231/2 x 53112 2.0 x 4-8 5.24 3.12 3.28 2050 23112 x 69 112 2-0 x 5-0 7.04 3.53 3.69 20% 23 112 x 85 112 2-0 x 5-0 7,84 3,94 4.10 2830 29112 x 36112 2-6 x k 5.08 2.49 2.70 2636 29 1/2 x 41 112 2.4 x 3:-6 6.11 3.02 323 2838 29112 x 43 1/2 2-6 x 34 6,46 3.20 3.41 2640 29 1/2 x 47 112 2-6 x 4-0 7.15 3.55 3.76 2844 29 1/2 x 51 112 2-0 x 4-4 7.86 3.91 4.12 2646 20 W x 53 112 2-6 x 4-8 820 4.08 429 2850 29 1/2 x 59 1/2 2-0 x 5-0 9.25 4.62 4.63 2656 29 1/2 x 65 112 2-6 x 54 10.29 5.15 5.30 2830 31 112 x 35 112 2-8 x 370 5.46 2.09 2.91 2836 31 112 x 41 112 2.6 x 3-6 6,59 3.26 3.49 2038 31 112 x 43 1/2 2.8 if 3.8 6.97 3.45 3.68 2840 31 112 x 47 112 2-8 x+0 7,72 3.63 4A6 2344 31 112 x 51 1/2 2-8 x 4-4 8.48 4.21 4.44 2846 31 1/9 x 53 1/2 2-8 x 4-6 6.85 4.40 4.83 2860 31 1/2 X 59 1/2 2-8 x 5.0 9.96 4.98 5.20 2858 31 1/2 x 65 1/2 2-8 x 9.6 11.11 5.55 5.78 3030 36 1/2 x 35 1/2 3-0 x 3-0 6.27 3.09 3.34 3038 3S 112 x 41 1/2 3-0 x 3-6 7.67 3 3.99 3038 35 1/2 x 43 1/2 3-0 x 3-8 6,00 3.96 4.21 3040 35 1/2 x 47 112 3-0 x 4-0 8.86 4.39 4.65 304A• 35 1/2 x 61 112 3-0 x 4-4 9.73 4.83 5.08 3046 35 112 x 53 112 3 0 x 4-8 t0,16 5.04 5.30 3060" 36 t12 x 59 112 3.0 x 5=0 11.48 1 5.70 5.90 3066" 36 112 x 65 1/2 3-0 x 5 8 12.75 6.38 6.62 "Meets Egress Requirements t j M���.��,rnvew i 100/t 00'd 9909 90:0I "Z/5i/LO 809WL8 i 5 A2if 18SN33(l0,S I1bf 10:�'�a d Jul lb U4 11 : 34a Rob Holbrook 51H-746- 151H Apt-30-03 10147= Frm-KAWEL f T-638 P-002/001 F-161 Ipo3 • e r Kasson 8 Koller 2900 Single Hung "U"Values NFRG Ratings Clear GI Air Clear Glasa 0.52 LOw E Air Clear Glass 0.41 Law E Argon Clear GI 0.40 softcoat Air GlearGlaae 0.39 Saft=at Argon Clear GI 0,35 S900 Double Hung "U"Values NFRC Ratings Clear GI Air Clear Glass 0.49 Law E Air Clear Glass 0.38 LOW Iz Argon Clear GI 0.35 5oftteat Alr Clear Glass 0.34 '1 SvRcoat Argon dear GI 0.30 Z00/ZW-d 09:60 M/SZ/LO £09M919 MAMN33M-SIAM:w0ad COMcheck Package Generator: Compliance Report Page 1 of 2 lk COMcheck Package Generator Compliance Report COMchw*-EZ' h Gr*w a , County: Warren, New York Construction Type: Office Code: New York State Energy Conservation Construction Code HDD: 7635 Builder Name jAngioDynarnics Date 7/15/04 Builder Address 1603 Queennbury Ave. Queensbury NY 12804 Building Address Submitted By Randy Bodkin Phone Number 798-1215 ext. 125 PROPOSED REQUIRED Glazing Area C: Glazing Area Up Maximum Glazing To 4.0 % Area 100 _ % 4.0 % Calculate Value x Glazing Gross Wall Proposed Glazing Area Area Area R-Value Constraints 9 Description Comments Proposed R-Value Minimum R-Value Roof: All-Wood Joist/Truss Cavity R- 19.0 R-19.0 Continuous R-0.0 R-0.0 Wall: Wood-Framed Cavity _ R- 19.0 R-19.0 Continuous R-10.0 R-0.0 Floor: Concrete Slab or Deck Continuous R- 10.0 R-10.0 Glazing Constraints 9) Description Comments Proposed U- Maximum U- Factor/SHGC Factor/SHGC Window: Other, Clear U-Factor U- 0.4 U-0.4 http://bldgcode.pnl.gov/COMcheckPkgGen/genComReport.jsp 7/15/2004 'COMcheck Package Generator: Compliance Report Page 2 of 1 SHGC U-0.4 U-0.4 Statement of Compliance: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed building has been designed to meet the requirements of the New York State Energy Conservation Construction Code standard requirements Builder/Designer Compa y Na4 Da e http://bldgcode.pnl.gov/COMcheckPkgGen/genComReport.jsp 7/15/2004 ` �COMcheck Package Generator: Constraints Entry and Package Generation Page 1 of 1 Building Information Code: New York Use: Office Configuration: 1 story, 2 1450 ft County: Warren, Sign In or Register (optional) 66 New York Registered members can save and recall Glazing Area: Up to project information. Registration is simple and COMC U,. 4.0% of free. ar wall Sign in or register. Step 3a: Select Insulation Levels to Consider Assembly Type Cavity R-Value Continuous R-Value Roof All-Wood Joist/Truss 19 10 Wall JWood-Framed 19 0 Floor Concrete Slab or Deck n/a 10 Basement No Basement n/a rota Step 3b: Select Window U-Factor and SHGC U-Factor SHGC Window 10.40 10.4 ' Step 4. Generate Packages Step 5: Choose From the Following Compliant Packages. Click to Generate a Compliance Report. Ceiling Ceiling Wall Wall Window U- Window Floor Floor Cavity Continuous Cavity Continuous Factor SHGC Cavity Continuous 1. R-19 R-0 R-19 R-0 U-0.40 SHGC-0.40 n/a R-10 Packages 1 - 1 of 1 http://bldgcode.pnl.gov/COMcheckPkgGen/comConstraints.jsp 7/15/2004 Feb-17-05 04:04P NY Fire & Signal 518 792 5199 P.02 ♦ a PROTECTION SYSTEM NEW YORK FIRE & SIGNAL CORP. INSPECTION REPORT 4 Glens Falls Technical Park Glens Falls, NY 12801 DATE OF ORDER I WORKORDERED BY y (51a)798-9551 -G ORDER TAKEN BY ---- PHONE Fax(518)792-51911 ft P.O.NO. ------ JOB NAMEINO. -- -.-------- -..._.. JOB LOCATION / INSTALLATION DATE _ LAST INSPECTION __��. ----- INVOICE DATE JOB PHONE -CS INSPECTION SYSTEM EQUIPMENT MANUFACTURE INFORMATION QQ �C� _-- � to ttq _.1�� �<x' SYSTEM INSTALLER R.O.R.F ixed Heat SYSTEM APPLICATIONhotoe,ectric --- l C C' iW t;' c: C' '►1 C ■.l./� / N/gl4„l/}�. c1�i.L,�.. •'---- TYPE OF SYSTEM Ion Duct MAINTENANCE PROGRAM BY r ✓ ---+� Flame rLr Sy je- --•'- - - CALL UST UP TO DATE el Manual — #;.J"s Cross Zone j REMARKS Single Zone Contacts — Motions Pholobeams _.._.. .-•----.._..._.. --- t--✓ CONTROLPAWL AGENTTANK COMMJINICXTIOWdi<� Water Flaw Low Air A.C.Voltage 174 I Weight A.C.Voltage i Svr ` idtler Ta!nPer �_.._. -----.._.._ I t---- - ------- -------- ---- — 1 S, - ✓ D.C.with Load ! .3 I Last Hydro D.C.Voltage D.C.without Load Gauge Pr — D.C.wi oad --- ------ --- — -- Ae Band. Door Release .. Ducl Damper a�[� _ Equipmant Shutdown 1 t A.C.Voltage - �31[�r 7 f C 1 c sma i P 1 C �.�, ( ��M D.C.Votage Battery --- _ ti _ 5 A Tin v T 4+:N .._ _..._ LC ' f Detection Circuit ` Audible Circuit ° _—_ / h 1��Al�pp�"C `7_ ` Remote Aclhation y� Audible Devices --. 6! ..Visual Devices -� Pre.Discharge = ..—..__..— _... Signs As Needed Seleclor VaNes ---------- moing Nozzle Tanks - - INSPECTOR Gauges Piston Adnetor 04 SYSTEM FUNCTIONAL Solenoid I I hereby acknowledge the satiafactorY cornpistpn — of the above desabed work. Manual Release - LJ SYSTEM NON-FUNCTIONAL Time Delay — ——--- punbl9 Slow ITITIS Y_ I..i DISCREPANCIES NOTED ABOVE Digital Disler ---'------`-- � _ voice Dieter 08/31/2004 16:15 5187457736 NORTHERN MECHANICAL PAGE 01 1 S �, � je