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2003-859 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-wilding&Codes (518)761.8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030859 Date Issued: Thursday,July 29, 2004 This is to certify that work-requested to be done as shown by Permit Number P20030859 has been completed. _ Tax Map Number; 523400-308-020-0001-003-001-0000 Location: 91 CAREY Rd Owner: 'WILLIAM&MARY CAREY Applicant: ABMAST,INC. This structure may be occupied as a: By Order of Town Board New Commercial Building TOWN OF QUEENSBURY Director of Wgfftode fnike -° ■■■ TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 t Cominunity Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030859 Application Number: A20030859 Tax Map No: 523400-308-020-0001 ' 00-0000 Permission is hereby granted to: ABBN[AST. INC. For property located at: 91 CAREY Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: WILLIAM&MARY CAREY REAL: New Commercial Building $311,000.00 CIO NORTHERN DISTRIBUTING C Total value PO BOX 315 $311,000.00 GLENS FALLS,NY 12804-0000 Contractor or Builder's Name f Address Electrical Inspection Agency V&H CONSTRUCTION. INC. 746-1520 PO BOX 126 FORT EDWARD.NY Plans&Specifications 2003-859 ABMAST, INC. 10,000 SQ FT COMA4ERCI4,L BUILDING AS PER PLOT PLAN SPECIFCATIONS $1,550.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, October 27,2004 (If a longer period is required,an application for an extension must be made to the-code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of ens ; n y, October 27,2003 a SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit A.pplication., Town of Quecasbury-Dept of Community Development,742 Bay Road,Queer sbury,N A permit must be obtained y s is ;ram P before beginning construction. Permit File No. : L "' E Fee No inspection will be made until applicant has received a Paid $ ' valid building All applicants' spaces on this Rae.'Fee Paid - - application must be completed and must appear on the Reviewed B application form. y: n._,_.'''�off C-eN� q 11 Applicant: A ��'r-ems c� ter,-F:<.6A� Owner:fy.�r�-1 �' c. ,��e.,L.__ i � Address: 2 . ,v .' A` Address: 7 3 r G.� D STcin�r, e e i-e" /l 5 14 - . C` G _G',4rt.�a-D T.25 !!f 3 Phone#(r_), - >5�0 Phone# 6G 4 Property Location: Lot N,u;nber:-. J/ / reuse.Number Subdivision Name: ZiS7y-I arlrl& Tax Map Number- &- New Building: residence commerci 'Estimated Market Value of.Construction•$ O Addition: residence/ commercial -'-� 0 Alteration: residence/ commercial If as Addition,what will use of new addition be? 0 'No change to exterior size: residence/com'1 0 Other work(describe ) Check CiccupancyInformation 1.,Floor Below 2' Floor Other floor Total sq.ft. sq.ft. sq.St. Square Fact o single Pamlily dwellin a Two£anvil dwellin a Towmhouse 0 Multifamily dwelling #of units 0 Office ci Mercantile 0 Manufacturifa 0 1 car detached S=age 0 2 car detached garage 0 3 car detached garage 0 1 oar attached garage o. 2 car attached garage. a 3 car attached garage Storage building- commercial ld Ones o Storage building- residential a Other What is the proposed height of the structure feet %' inches' . Will any-s406ond--hand or ungraded lumber be used? If so,for what? o Type of Heating System: electric/ oil /6p/wood forced hot a' baseboard-/other. e Nurnbcr of Fire_n1ac s to be installed aof ems Nurnbcr of Woodsto=to be installed List below the Person(s)responsible for supervision of work as regards to building codes: "Name- __ .._ ..._._.,-,.,. Address Phone Number` Builder �srruecz^"/a,v c . .0 / ibvrayei� _ _ .Plumber- - Mason - Eleetrician u Of, Daclaratt=* please sign below after you have carefully read the statement: To the beat 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 promises and that all with, w Provisions a 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 Lws shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Adazinistrator or Director of Building and Cones,an tis Rff ev ry by a licensed surveyor;drawn to scale,showing actual location of all new ffction Signature: l^ owner,owner's agent,architec contractor t BLDG. PERMIT NO. 2003-859 Y f APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; '. 91 Ca.Aey.Road for the following uses A6mad ' Inc' Febtu.ahy 4,. 2004 -DATE SIGNATURE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY f � The-TEMPORARY CERTIFICATE OF OCCUPANCY is hereby (.r4PPROVED ( )DISAPPROVED . with the following conditions: Cetr it icdte o6 Occupancy to be izzued yipon compZetion oS: Site i.6.6uez Permanent naiatc.t gas 9 E. &tkic Sercvkce conneMon F in.ak' Suxvery 9 a,b buftt Septic TEMPORARY .CERTIFICATE OF OCCUPANCY,eft*. k_)$20. D PO 1 )$100.00 received on FebAaaV 4 2004 w Date of Issuance Director of'Bldg. & C e En rcement t THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES - 90 DAYS FROM THE DATE OF ISSUANCE., NOTE: This Certificate is NOT VALID unless`signed by the Director of Bldg. & Code Enforcement or his designee. i Queensbury Building & Code Enforcement - Residential Final Inspection V-0 Office No.(518)761-8256 Arrive: a D r { a rn Date Inspection request received: Inspector's Ini , NAME: no, RMIT#: LOCATION: ATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake r 3 inch Plumb Vent through roof minimum 6 Roof Complete/Exterior Finish Com lete Guard 30 in.or more to,stairs,decks,patios Guard at stairwell at 34 in. or more AA 4" Guard at deck,porches 36 in.or more Exterior,Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors ; Interior Handrails stairs 2 or more risers Enclosed Stairs Shectrock Underside minimum 'I/" G� Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or WallJ ~ 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating L;ow,water shut-off boiler ` Relief Valves installed/Heat Trap/Water Temp 110 ,. l Interior privacy/trim/doors/main entrance 36 in. t� Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety lzin Interior Smoke Detectors: < Every level: / Every Bedroom: Outside every bedroom area: 12 Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing f 1/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, i s . ft.-150 s .ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required 01 Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O f Temporary/Permanent L:\PamW\Building&Codes\Insvection Forms\Res.Final Insp.form 2.docLast urinted 2/12/04 Commercial Final Inspection Report i r Office No.: (518)761-8256 Date Inspection r u ill r c ved: Queensbury Building&Code Enforcement Arrive:Inspection m Depart7`Lg�Fbama--- rj tr � -1 S 742 Bay Road,Queensbury,NY 12804 Inspector's Initi Is inZ NAME: ma PE # VV �T-F __2 LOCATION: DATE: C) COM M\T11ETs: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Com lete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. §pacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 711/Treads.1 111 Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure I 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 1/2 doors >10%> 1000 sq.ft. 1/4Hour Corridor Doors&Closers Firewalls 1 Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers Fire Doors Ceiling Fire Stopping, 3,000 sq. ft, Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in,Beyond 0/ Active Listening System and Signage Assembly Space Final Electrical V Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if re q........ As-built Septic System Layout Required or On File ft Building Number or Tenant Address on Building or Dn*veway Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 201 wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\BuildJng&Codes\Commercial Final Inspection Report.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. � Main Office 176 Doe Run Road go Manheim, PA 1754 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL No. Cert Cut*in Card No.Pennit f11i#iii,#ffitfititlit•t#iriR#w/ff#i## i ffffnffrttft#gtHilNllflfifir#ill f#iiiii##Rff#fai###ifiiNiiii i11f#If#Itfrlulffa#fffrRrffiflliftlilill##Ii1111uf4fRffflff##uflfffff##fRRffr##!lN/i11i11i11i1f#f#rffrffi!#flilli fifiiftfNfff NH ��/`��`�+•■fli##ifff#1 niHilitiuiNtlt Nitlllff#tu#irwfaft Nilii Nf NIN/il�INNr#tii#rluifftf ifrff#ff##mfHiffiiilliif#f##fffar#uftiif.rl##ff##f#fERffiltifffi#i f I jjjjJ � 1 ��•� r lope, 14 IntallatlonConsisting of,,/lfifi#i#ffftt#liiffti#lilfi ffiliffil i111ilii#iifiifffi#fiif�ilfffflfflffliilffififfifflfR•rff f��lNf##lif#f#fifrilffiffi i# Iftfitq##Niirnillof##fffiiafifnl tii ittilltillNRfii off irfifriilitlarffltliMRof tit#ttllMllffff#ff##ffff##Riif#ffrNrr#ff#•Rfffffffi,uifrrllfRif#ra#ffrffffffuufrl� 11T f i fflfRNiitNRfrf#Rfffliili#i4♦#i!♦#1#!#fi!lffifriRiiil i#iNiflli#1lfillfilliirN/NIfltltrlliiltliffiiif#R#####iN#ff##ff#fiffffH r#iigNifflfittffilNN/uff#fRF#fffrflfitN rTInstalledByi fell#41 ##4 N11#ftrff##i011010f Momfleflf#ill/iftfiNiiil#iilif Ni##ilfNlflltitit iiil Lie, No. fiiffi# Nif#lfffiffpfiiifllifiif#iNfiflffff Rr The conditions following governed the issuance of this certificate, and any certificate previously issue 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 making inspections at any time, and if its rules are violated, the Company shall have the righdto evIt ' ertificate. /[�] ipv ' INSPECTORIatelRff f.fritii#lf#If#f#IffllHfi fiflfilNi#iNytfilq� iffifffifflfffiiili#ifff##ffffrfiNr#iiiffffRff#fHRf#Nirfli# Member N,F P#A#, LALL Commercial Final Inspection Report 1010( 30, Office No.: (518)761-8256 Date Inspection requ ec v Queensbury Building&Code Enforcement Arrive: a pm Depart: WIE am m 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s: NAME: PERMIT LOCATION: DATE: ; COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Ro� ilete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks ./ C,%.A t-�lL �e Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" -�1 Vestibules For Exit doors>3000 s . ft. J � All Doors 36 in.w/Lever Dandles/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 Oi1'Furnace Shut Off at Entrance to Furnace Area Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 lz 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 a 'T: Public Toilet Room Handica ed Accessible Handicapped Service Counters,34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Be and Active Listening System and Signa e Assembly Space Final Electrical L� -3 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 em r Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AKL:\PamW\Building&Codes\Commercial Final Inspection Report.doc .J Commercial Final Inspection Report Office No.: (518)761-8256 Date InspectioF- /1 Queensbury Building&Code Enforcement Arrive: Depart: '1 a pm 742 Bay oad, Queensbury,NY 12804 Inspector's InitNAME: J PERMLOCATION: DATE T I _ V 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 90 0 P46 Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—3 8 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 E uiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka /`' Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximumt✓� t:� t �" Boiler/Furnace Enclosure 1 hr.•. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers L-�� C "JE FO1 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 1 Fire Separation,2 Hour, 3 Hour Complete/Fire `fib 1 Dampers 1 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 re uired 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" 1 Handicaped m and 4 Active Listening System and Signa e Assembly Space l ; 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 w Building Access AILSides by 20' /Driveable Surface 20'wide Okay To Is e Tem . Permanent C/O \ Okay To lssu Last printed 6/3/2003 9:27 AML:\ParnW\Building&Codes\Commercial Final Inspection Report.doc NMI Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518)769-8205 Fax(518) 745-4437 Fire Marshal's Inspection report Request US SCHEDULE DReceived: —Permit# INSPECTION ON: Name: �� _ l AM PM ANYTIME Location: PA__ ROVED - Ik3 YES NO �'�MiiIENTS ExlTs AISLE WIDTHS 1 EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING jo&7FIRE EXTINGUISHERS ittQ, e:�4, � 606k. -� FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION � ✓ /y' 1(�/� �,7�� INTERIOR FINISHES � STORAGE —7d CLLEARANCEDTO AS 00 m�; CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY -� � MASONRY ROUGH IN CHIMNEY �. FINAL FACTORY BUILT ROUGH IN, r FINAL WOOD ` STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OTC THIS DATP FOR CO NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN INSPECTED ICY FINAL Cd)Nlr3EV/C"RISJlWORDILETTERS2ooliFIF EMARSHALINSPECTIONREPOR 11022001 YELLOW W OCCUPANT COPY WHITE-BUILDING DEPARTMENT COPY Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection reque r c�eeQueensbury Building&Code Enforcement Arrive: a epart: 742 Bay Road, Queensbury,NY 12804 Inspector's Initial G NAME: PERM #: 03 LOCATION: ' DATE: COMMENTS: Y N NA - Chimne /"B"Vent/Direct Vent Location 71— Plumbing Vent Through Roof 6"/Roof Complete C5 t �: iL Exterior Finish Grade Complete 6"in 10' or Equivalent w b� ^ Interior/Exterior Guardrails 42 in.Platform/Decks 1—t�J 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"(D/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator Q8" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximums- 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%> 1.000 sq. ft. 3/�Hour Corridor Doors&Closers Firewalls 1 Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers 1 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" Handicap ed Ramp/Handrails Continuous/12 in.Be and 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 May To Issue C/C Last printed 6/3/2003 9:27 AML:\FamW\Building&Codes\Commercial Final Inspection Report.doe . V � Town of Queensbury Fire Marshal's Office 74213ay Road 11 I Queensbury, NY 12804 L Phone (518)761-8205 :Fa:x(5 18) 445-4437 Dire Marshal's Iriepectlon Report Request Q SCHEDULE .r Received: � Perrn"It#, 0,22 INSPECTION ON: Narnetl � �M Y PM ANYTIME Location: APPROVED M pA YES NO COBV ME.NTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL �I - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM ( / FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM - /(,a` .��/t HOOD INSTALLATION ��J INTERIOR.FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS 46 CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL_ �z REQUIRED SIGNAGE EMERGENCY FLAN MAXIMUM OCCUPANCY SIGN mu CHIMNEY +� MASONRY ROUGH IN FINAL /T CHIMNEY FACTORY BUILT ROUGH IN FINAL t WOOD FINAL STOVE' ROUGl i IN FINAL VENTED GAS APPLIANCE ROUGH IN �IN�1I- FIREPLACE MASONRY ROUGH IN OK THI I'J �0 F -CO NOT OR FINAL � �iREPLP:CE. CTORY BUILT ROUGH IN INS BY FINAL comnEVIC#IRIS.IMORDdLETTERS2001/FIREMARSHALINS PECTIS3NREPORT11022'01 BUILDING DEPARTMENT COPY YELLOW—OCCUPANT COPY Tows!of QuaeenSbuary �. Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone(516)761-8206 Fax(518) 745-4437 Fire Marshal's Inspection Repoli Request �� r�} SCHEDULE Received: Permit# 0 "0, J 7 INSPECTION ON: "�� Name: � ��r�� _� AM M A IME Location: APPROVED N/A I YES NO T COMMENTS EXITS - AISLE WIDTHS EXIT SIGNS—NORMAL a BATTERY 0 EMERGENCY LIGHTING J ou .� FIRE EXTINGUISHERS FIRE ALARM SYSTEM �^ �� 1,��?�'��`�� .' 0k, FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLIEARANCE T®SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNA3E ELECTRICAL- REQUIRED PLAN MAXIMUM OCCUPANCY SIGN _ CHIMNEY MASONRY ROUGH IN FINAL CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE' ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIfREPLdACEE MASONRY ROUGH IN OK THIS DATE OK FOR C � K FINAL FIREPLACE — FACTORY BUILT _ 1201UGH IN INSPECTED FINAL — -— COI1 DEV/CHRIS.lMORD/LETTERS2001/FIREMl4!$SHALINS1PfECTI€'9NREP®edT110 2001LOW CC�IP�aI�IT COPY WHITE—BUILDING DEPARTMENT COPY Town of Queensbury Fire Marshal's Office 742 Bay Road Queensberry, NY 12804 Prone (518)V-8205 Fax(518)745-4437 Fire marshal`s Inspection Report Request SCHEDULE Received: Pernnit# l .1 INSPECTION ON: Name: � J•� v�V� A pM ANYTIME Location: APPROVED YES NO COMMENTS EXITS - _ - >\f `cam S ie A AISLE WIDTHS �,�� ) EXIT SIGHTS=NORMAL 1 �L��%r ��j (��`�I1i1�1�� Aeae Z r y BATTERY w � 1 EMERGENCY LIGHTING � TAI �le w idl/0 FIRE EXTINGUISHERS _ f FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM AJ 4e 7 HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS i i Cal) , CLEARANCE TO ELECTRICAL REQUIREDSIGNAGC EMERGENCY PLAN MAXIMUM OCCUPANCY SIGR CHIMNEY ,Ip,. 11 MASONRY ROUGH IN "l0 FINAL. P 0 5< �iiv`xij � 1�vim% , CHIMNEY — . FACTORY DEALT ROUGH IN FINAL WOOD 110 STOVE' ROUGH IN r �(" FINAL �MlVENTED GAS APPLIANCE ROUGH IN � $VQ:� �nI��2 FINAL FIREPLACE MASONRY ROUGH IN ®K THIS DAT E OK FORR C0 NOT ®K FINAL FIREPLACE FACTORY BUILT ROUGH IN I S CT �Y _FINAAL. - ---- ----�- COMDEV/CHRI$J/WORDjLETTERs2ool/FIREMARSNALIK(SPECTIONFP.IW POR T11022001 WHITE--BUILDING DEPARTMENT COPY YELLOW--OCCUPANT COPY Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request reccpved.;;7 req uest - Queensbury Building&Code Enforcement Arrive: a pa , �a m s 742 Bay Road, Queensbury,NY 12804 Inspector's Imt* NAME: W, PERMIT #: LOCATION: 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 I % inch min.Drain Size shing Machine Drain 2 inch min. Dryir-S up—p r * 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 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 No duct tape COMMENTS: L-.\SucHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 jt Rough Plumbing 1 Insulation Inspection Report Office No. (518)761-8256 Date Inspection reque rec; ved: Queensbury Building&Code Enforcement Arrive: p D pa a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Ini al . NAME: V��nYA, PERMIT #: 0—a LOCATION: (" n'r-P,? INSPECT ON: TYPE OF STRUCTURE:'* Y N N/A PVC: R-1,R-2,R-3,R4 Drain 1 Vents Cast row er Drain/Vent Plu in Vent/Vents in Place P60 Rt -lgml51hg,[Nj4iI s 1 !/2 inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test oo:v 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 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 prop rly No duct tape COMMENTS: L:\SueHeiningway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 Framing 1 Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 312-0 am/pm Depart: am/pm. 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: o — TYPE OF STRUPC N N/A Y COMMENTS \, 'raming Jack Studs Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more I-ein Headroom 6 ft. 8 in. de-k 01J J0&.4A0 r 14&t- Notches/Holes/Bearing Walls �r' Metal Strapping for Notches Top Plate 1 Y2(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 Y2inch 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 LASueHerningway\Building.Codes,Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Ins ption re e ec ywrd') Queensbury Building&Code Enforcement Arrive: In epart"I am/ f- 0 742 Bay Rd.,Queensbury,NY 12804 Inspector's 1hni NAME: PE #: LOCATION: INSPECT ON: ZQ TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of,Dathpproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab B5Wj Approval I ng Under Slab v st/Copper Fo undation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueBomingwayABuilding.Codes.Inspection.FORMS\Foundation Inspection Reportdoc January 28,2003 Septic Inspection Report Office No. (518) 761-8256 Date Inspection re rec Queensbury Building&Code Enforcement Arrive: !Y ' a D art7Mtap 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini a] NAME: PE IT NO.:- . 03 -7A99 LOCATION: IN PECT ON: J RECHECK: Comments and/or diagram Soil T a m Clay _Type of'WEerMunicipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft, Absorption Field: Total length ft. Length of each trench Depth of trenches z i Size of Stone -Segage Pits: Number Size: X- Stone Size: piping Size Type Building to tank Hit 14Lel* 140 Tank to Distribution Box_ H It y`j C, Distribution Box iel /Pit !A lk Y'4 Opening Se Location/Separations Foundation to tank Foundation to absorption' -Separation of Pits ft, Conforms as per Plot Plan Y %�zN Location of System on Property: !on. - Rear Left Si Right Side Middle Front Middle Rear System Use Status: roved rtial Approved a eeds to be re-inspected,please call the'Building&Codes Office i8approv LASucHemin Y uilding.Codes.lDspection.FORMS\Septiclnspeefio,Report.doo January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date InspectionVa J�J6 Queensbury Building.&Code Enforcement Arrive: epart: a m 742 Bay Rd.,Queensbury,NY 12804 Inspector's InitiNAME:LOCATION: : CT� TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 ' reas under slab illF\T Plumbing Under Slab PVC/Cast/Copper " r liloundation Insulation Interior/Exterior �' �`X` R_ " Rough Grade 6 inch drop within 10 ft. L:\SueHemiugway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 6 � Foundation Inspection Report Office No. (S 18)761-8256 Date Inspectionn r_equ e i Queensbury Building&Code Enforcement Arrive: r art:�� a 742 Bay Rd.,Queen bury,NY 12804 Inspector's Initia : r NAME: PERMIT#: LOCATION: INSPECT ON: --� TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Mo hie Slab forcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place - bonk 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 Foundation Insulatio Interio xterior R- z t , Rough Grade 6 inch drop within 10 ft. LASueliemingwayU3uiIding.Codes.Inspection.FORMSWoundation Inspection Report.doc January 28,2003 Framing /Firestopping Ins ct epo� Office No. (518)761-8256 Date Inspection re ecei Queensbury Building&Code Enforcement Arrive: a pm e art: �a 742 Bay Road,Queensbury,NY 1.2804 Inspector's Initia 2 NAME: PERMIT#: � 3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Framing COMMENTS � ,- Jack Stu s/Headers ,z:> Bracm' 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 '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin hWall Windows Habitable Space/Bedrooms 24 in.(H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2063 l : 30 Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque eceived: 2> Queensbury Building&Code Enforcement Arrive: P Depart: 2 VO aq�. 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Ini NAME: ERNM#: LOCATION: 91 C=em/KA IN PECT ON: -0 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. atff Zation/�Wa p 1.c-AS> Reinforcement in Place Foundation Dampproofing %C%) Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHeniingway\Building.Codes,lnspection.FORMS\roundadon Inspection Report.doc January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Ins ectionrequest ed: Queensbury Building&Code Enforcement Arrive: epart: ain� 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: P IT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N /A Footings Piers A4: T Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation Wallpour Reinforcement in Place Foundation Darapproofing 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 Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHctningway\I3ui1ding.Codes.Inspection.PORMSToundation Inspection Report doc January 28,2003 Foundation Inspection Report i Office No:(518)761-8256 Date Inspection ra Queensbury Building&Code Enforcement Arrive: �`� epart:742 Bay Rd., Queensbury,NY 12804 Inspectors InitlNAME: �LOCATION: TYPE OF STRUCTURE: Comments Y N NIA Footings Piers Monol'•t'hic Slab Re' fo rcement in Place e The contractor is responsible for providing protection from freezing for 48 hours following the,placement of the concrete. Materials for this plEpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Darrlpproofing/Waterproofing Footing-Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:ISueHemingway\Building.Codes.Inspection.FORMSIFoundation inspection Report.doc January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Inspectio e es ei Queensbuty Building&Code Enforcement Arrive: Depart: 742 Day Rd., Queensbury,NY 12804 Inspector's Initi NAME: ERMIT#: 0 LOCATION: a v)4, INSPECT ON: W-6 TYPE OF STRUCTYPS: 7 Comments Y j, N N/A 7Lomments �Xotings Piers MonolithiR Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Danipproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch Width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suclionungway\Building.Codes.hispection.FORMS\Foundation inspection Report.doc January 28,2003 J; Project Name: BP# Address: Building Pen-nit Submission Checklist Multiple Dwelling Conmier-cial Projects All items Wow must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed-complete for submission. 1. Building Permit Application Completed... ...... .......... .................... Dyes [:]no E]n/a 2. Energy Form or Chec"te Energy Code Compliance Forms Complete... Dyes Dno. E]n/a (submit 2 copies) Energy Cade Inspector's Report from Checkmate Program......... ...... . Dyes Ono Dn/a (submit.2 copies) 4., septic-application completely filled out(if applicable)... .................. Dyes Ono 5. Electrical Inspection Form........I............... ... ..o..................... Dyes nuo Eln/a 6. Two(2)sets of plans showing the following..................................... Dyes (giro Eln/a 6a. Floor plan(s)... .................. ............ ... ........................ Dyes Quo On/a- 6b. Foundation plan............... ... ...... ............ i........... ......... ..Flyes nno [:Jua 6c. Gross section(s)......... ... .......... ........................ .............. Dyes Dno [:In/a 6d. Elevations ..........................I Dyes [:]no E]n/a 6e. Design loads including floor,snow Dyes Dno Fln/a 6f. Seismic design(required after jam 1,2003)............I............. ... -Dyes Ono [In/a 6g. Plans signed.by registered architect of engineer,signed.4*........ [-]yes Duo E)n/a and sealed by a registered architect or engineer 61L Window and door schedule................ ................... Dyes Dno Dn/a 7. Two(2)site plans showing location of the structure to be built,......... Dyes nno on/a location of well or water lines,location of septic system or sewer fine with all setbacks and separation distances shown,and all improvements to the property. 8. Solid Fuel Burning or Gas Appliance Form(if applicable)................. Dyes Dno [Wa 9. DrivewayPennit.....*..*...... ................................. ................ Dyes []no OR<a' Date: Staff IritiaL L-\Suelienuci,-,way\Buldiag.PeriniE.FOP,W\Gcncric Cteck6t.doc January 28,2003 Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy'Conservat:ion Construction Code COMcheck-EZ Software Version 2.4 Release 2b Data filename:C:\Program Files\Check\COMcheck-EZ\Abmast Warhouse.cck Section 1: Project Information Project Name: New Warehouse for Abmast Inc. Designer/Contractor: Designer;Rucinski Hall Architecture Contractor:V&H Construction,Inc. Document Author: Robert Holbrook, V&H Construction,Inc. Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Building Type Floor Area Storage,Industrial and Commercial 10000 Project Description(check one): -New Construction —Addition —Alteration Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise scaled. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. 4. Fireplaces installed with tight fitting non-combustible fireplace doors.' 5.- Dampers integral to the building envelope are equipped with motorized dampers. 6. Cargo doors and loading dock doors are weather sealed. 7. Recessed lighting fixtures are sealed or gasketed. 8. Vapor retarder installed. 3 Y C Climate-Specific Requirements z Gross Cavity Cont. . Proposed Budget Component Name/Description Area 'R-Value R-Value U-Factor U-Factor Roof 1:Metal Roof without Thermal Blocks - 10000 0.0 35.0 0.028 0.051 Exterior Wall 1:Metal Wall without Thermal Blocks 8610 0.0 30.0 0.032 0,074 Window 1:Wood Frame,Double Pane with Low-E Clear,SHGC 0.63 24 --- --- 0.480 0.520 Door 1: Overhead 144 --- --- 0.071 0.120 Door 2: Solid 63 --- --- 0.700 0.120 Floor 1:Unheated Slab-On-Grade,Vertical 4 t. 410 --- 10.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 20%-better than code Section 4: Compliance Statement 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 envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. t�-d2r.�r zecG ,irs�.. �Aignature Z2 Principal Envelope Designer-Name / Da e s s Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2b Data filename:C:\Program Files\Check\COMcheck-EZ\Abmast Warhouse.cck Section 1: Project Information Project Name: New Warehouse for Abmast Inc. Designer/Contractor: Designer;Rucinski Hall Architecture Contractor:V&H Construction,Inc. Document Author: Robert Holbrook, V&H Construction,Inc. Section 2: General Information Building Use Description by: Whole Building Type Building Type Floor Area Storage,Industrial and Commercial 10000 Project Description(check one): New Construction u Addition —Alteration ^Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use [ ] ( Interior Lighting . ( 1. Total actual watts must be less than or equal to total allowed watts ( Allowed Watts Actual Watts Complies(Y/N) ( 6000 5840 YES 1 . ( Exterior Lighting [ ] ( 2. Type(s)of exterior lighting sources: _Fluorescent Metal Halide —High-Pr.Sodium Exceptions: Specialized signal,directional,and marker lighting;lighting highlighting exterior features of ( historic buildings;advertising signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching,and Wiring [ ] ( 3. Master switch at entry to hotel/motel guest room. [ ] 4. Individual dwelling units separately metered. [ ] ( 5. Minimum of two switches,dimmer,or occupancy sensor in each space. ( Exceptions.- Only one luminaire in space; ( Security lighting,24 hour lighting; ( The area is a corridor,storage,restroom,retail sales area or lobby. [ ] 6. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. [ ] 7. Photocell/astronomical time switch on exterior lights. ( Exceptions: Areas requiring lighting during daylight hours [ ] ( 8. Tandem wired one-lamp and three-lamp ballasted luminaires. ( Exceptions: s Electronic high-frequency ballasted luminaires not on same switch [ ] ( 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. A, Aal LightingDe signer-Name nature Da� a^ Lighting Application Worksheet New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2b Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type - (ft2) (watts/ft2) (B x Q Storage,Industrial and Commercial 10000 0.6 6000 Total Allowed-Watts= 6000 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. D x E 1 Metal Halide 100W/Electronic 1 52 100 5200 2 48"T8 32W/Electronic 2 10 64 640 Total Actual Watts= 5840 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 6000 Total Actual Watts= 5840 Project Compliance= 160 Lighting PASSES: Design 3%better than code Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2b Data filename:Q\Program Files\Check\COMcheck-EZ\Abmast Warhouse.cck Section 1: Project Information Project Name: New Warehouse for Abrriast Inc. Designer/Contractor: Designer;Rucinski Hall Architecture Contractor: V&H Construction,Inc. Document Author: Robert Holbrook, V&H Construction,Inc. Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Description(check one): —New Construction —Addition —Alteration —Unconditioned Shell(File Affidavit) -Section 3: Mechanical Systems List Quanti System Type&Descrip tion 4 HVAC System 1: Heating:Unit Heater,Gas,Heating Capacity Unknown 1 Water Heating 1: Service Water Heater Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To:RVAC System I 1. Equipment Minimum efficiency: Unit Heater(Gas): 80%Ec Requirements Specific To:Water Heating 1 1. Heat traps in inlet/outlet fittings 2. 1/2-in. insulation on 8 ft of inlet/outlet piping if no integral heat traps Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Load calculations per 1997 ASHRAP,Fundamentals, 2. Plant equipment and system capacity no greater than needed to meet-loads -Exception:Standby equipment automatically off when primary system is operating -Exception:Multiple units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system 4. Minimum one humidity control device per installed humidification/dehumidification system 5. Automatic Controls: Setback to 55 deg.F(heat)and 85 deg.F(cool);7-day clock, 2-hour occupant override, 1 O-hour backup 2 -Exception: Continuously operating zones -Exception:2 kW demand or less,submit calculations [ ] 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum ] 7. Hot water pipe insulation: 1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in. 'Chilled water/refrigerant(brine pipe insulation: 1 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes >1.5 in. -Exception:Piping within HVAC equipment -Exception:Fluid temperatures between 55 and 105 deg.F -Exception:Fluid not heated or cooled -Exception:Runouts<4 ft in length [ ] 8. Operation and maintenance manual provided to building owner [ ] 9. Newly purchased service water heating equipment meets the efficiency requirements [ ] 10. Water heater temperature controls: 110 deg.F for dwelling units or 90 deg.F for other occupancies [ ] 11. Stair and elevator shaft vents are equipped with motorized dampers [ ] 12. Exhaust air heat recovery included for systems 5,000 cfin or greater with more than 70%outside air fraction or specifically exempted [ ] 13. Kitchen hoods>5,000 cfin provided with 50%makeup air that is uncooled and heated to no more than 60 deg.F unless specifically exempted [ ] 14. Buildings with fume hood systems must have variable air volume hood design, exhaust heat recovery,or seprate makeup air supply meeting the following: a)75%make up air quantity,and/or b)within 2°F of room temperature and/or c)no humidification d)no simultaneous heating and cooling Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests,system balancing,etc.,have been performed and the system is operating as designed. The design professional shall retain copies of the test reports to be provided to the code enforcement official,if requested.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment,such plans or specifications are in compliance with.this Code. 11zll �rwvg�. V'. �� & /va At P paf Mec apical Designer-Name /iekature Date/ tl Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2b Data filename:C:\Program Files\Check\COMcheck-EZ\Abmast Warhouse.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Certificate. Requirements Specific To:RVAC System 1 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum efficiency: Unit Heater(Gas): 80%Ec Requirements Specific To:Water Heating 1 1. Heat traps are required on noncirculating water heating systems on both inlet and outlet connections. Heat traps may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet pipes. 2. Pipe insulation for the specified noncirculating service hot water system is required for all piping in the following categories:a)the first 8 ft of outlet piping from any constant-temperature,noncirculating storage systemb)the inlet piping between the storage tank and a heat trap in a noncirculating storage systemPipe insulation must be at least 1/2 in.and have a conductivity no>0.28 Btu•in/(h•ft2.OF). Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 7. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in.for pipes<=l 1/2-in.nominal diameter 2 in.for pipes>1 1/2-in.nominal diameter. Chilled water,refrigerant,and brine piping systems: I in.insulation for pipes<=1 1/2-in.nominal diameter 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter. Steam piping: 1 1/2 in.insulation for pipes<--1 1/2-in.nominal diameter 3 in.insulation for pipes>1 1/2-in.nominal diameter. Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F., -Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. -Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 8. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd) complete narrative of how each system is intended to operate. 9. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed New York State Energy Conservation Code. New service water heating equipment can be assumed to meet these requirements. 10. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 OF for dwelling units and 90 OF for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110 OF. 11. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. 12. Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50%effectiveness. Exceptions:, -Systems serving spaces that are not cooled and heated to<60 OF. -Commercial kitchen hoods(grease)classified as Type 1 by NFPA 96 -Systems exhausting toxic,flammable,paint,or corrosive fumes or dust If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer operation. 13. Individual kitchen exhaust hoods larger than 5000 cfin must be provided with make-up air sized for at least 50%of exhaust air volume that is uncooled and either unheated or heated to no more than 60 OF Exceptions: -Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan systems. -Certified grease extractor hoods that require a face velocity no>60 fpm. 14. Buildings with furne hood systems having a total exhaust rate>15,000 cfm must either have variable air volume hood design,exhaust air heat recovery,or separate make up air supply. li obt"21 2003 3:50PM HP LRSERJET 3330 SEISMIC REVIEW UMMAARY PROJECT: QBririST L. a LOCATION: QuEF sBuicy J tijy ZIP CODE: 12.Wq ITEM Value BCN S BCNYS Code Section Page No. • Site Class Table 1615.1.1 317 (default to site lass D) Section 1615.1.1 316 S.(short period) 3q% Figure 1615(1) 318 &, (1 second period) 1 j `/a 'Figure 1615(2) 319 Fe(site coefllcient-short) l,� Table 1616.1.2(1) 320 F„(site coefficient-f sec.) 2.3to' Table 1615.1.2(2) 320 S.. (short period adjusted) 52 ! Equation 16-16 317 Sfi, (1 sec.period adjusted] 2(o`fn Equation 16-17 317 Sos(short period) , 3y6 n Equation 16-18 320So, (1 sec.period) - . 173 Equation 1.6-19 320 Seismic Use Group x Table-1604.5 287 Seismic Design Category (short period) C Tabld 1616.3(1) 324 Seismic Design Category (i sec.period). C Table 1616.3(2) 324 SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) •�` C design analysis and whether MEP systems must be braced, Analysis Procedure Used vRr-ter, L&T42AL Fon.c s6rr�w.a.r��7.4 Section 1616.6 326 Building Components Subject To �y ��. Section 1621 345 Seismic Design Requirements: Architectural Section 1621.1.1 & 345 Mechanicalus GAS, Section 1621.1.6 347 Plumbing �Electrical /'' ditto ditto 347 347 JAM OF NF�yY ��P a GRas , of 10 W cc Nfidp '79691% ' �_SStON�� Job site"Address: / � 1 � �' . � Date;Owner: 414V Application No, File No. WINDOW SCHEDULE Window Wind Number Window Window Unit or NameModel Let on e Stock �', I? , sastbrA : :ry � r ( er Special Hardware or Number M�" Ian Type Ntt r t " + �•, ,. �� B Instructions 0 ;� Call Size 't J,,,:; lw 'C 9 z,"; a 4, '`t':'r4' '."'c�ro k 4 k,y:�:NC�. �,}� ;• 5t7 a,r, ° :r; F.t c,. . „ " .a .;.; ..."Ali '. .r �`•� �•"k OF rG kii.,n. i�k'n.. ,.i,'9'�.�n';:Ud�:.' „1., JI Jig' " �7 ,'w� .5,�„'`fq' . ' • , i'iy>R.:r4'Z`""i"r'� ,.•.,i.'f..ii'tierMr^" •.:4�� vJ^S•.1 �� r a� Yh�.�r. a,a"�i h,kl. t,.i.}� C�'� NY, Ji% tl:�S9.t k k"k;tGiir"3.'•��''v`K; 'Irr" t'P�" itj�.r i tr';;�i�u 9 ,i.,P',i9 0.6 1w�`s'�5 �,::-' 2�: / ,..... .. Q.�ir.d�� n•.r,....,,� R.'..L�r fik;1,.�,r �i.aS�a!"�' ' SnTM � a L- �-I'HIS FINE � SAMPLE . BIAS EXAMPLES OF ENTRIES 9 Y��, tn' `n~ , �t%�,yi x�,: v t "+• t, f ^'k. a �7. '�;�;` ',. �ii�'i;i4.�ifi'/;_�+[7y 9h"Ni�'4�i k ." ; rr H � � t;��Ii ro �'.t�+, ( "+i+r3tw,,�w`:�• ,�r a Mt t�� in}r<� �W�+}{"'rU y!"i� y b i•.^�+,."r A� /:P }R�lV1 6')sr' t�+9."i+t y`li1'" M . 7—tme r�ect 1 L115 ';�r,�`��"7: .h: t i'S�.�j�`"� •" •,,{`7!1�t i 1 M° ,� Jr ,y' ',F',?.• '+� Ulaz�n L:� eHelningwaySuiiding,Permit,FORMSiWindow Schedule.doc MAP. REMMENQ PROPERTY LINE INFORMATION. MT14G rEATURM AND TOPOGRArM INFORMATION rROM A MAP Ti M •'NORT11M DISTRDUTNG SWDMSION - MUSE 2' DATED rM. 1964 PREPARED BY MT MOST ASSOGATES. P.G. N ui x I o� I i 1 3 p AREA 0 oce1.68 ACRES 'fSo- CB CB 12S SEPTIC tAWC ' t �'• ;2 SEWAGE DISP. ti G Eav i j SYSTEM A 3 ,•. tt tt G EavE �-• �, '• j r t TRENCH AREIjO USE 10,000 SQ FT .• J E GRAVEL` do WALK Q" •,' 1 GLEAN -OUT �� 0 iv '` FIG PARIWG 1 a? 29' C SIGN B GRUSFiD STON' / PAVEMENT ' O 71'15 E ' N Dae -•«� S•NTERED = DNEDOQR D WO�NGRETE R5' h I E GRAVEL ii WALK / D`b�. '4%� ooe F ro- DP WATER ANO T READ S / � GRIX�FIED STONEooe r 9 PAVEMENT 1 � I N Dwl � � B � CB Dw SEM0 SYMEM VM6N DESIGN FLOW - 9 EMPLOYEES NOTICE - DESIGN BASED ON 15 GAL./DAY/PERSON LESS 207, FOR GALL OErORE YOU DIG L"o STANDARD WATER SAVING MUMS - 105 GAL/DAY. IR OTMTNr GANM ES SEPTIC TANK - USE 1.000 GALLON SEPTIC TANK j PROTEGTNE ORC.ANtLAT10N 46 hO lRrl- NOTIG ABSORPTION - 1 - 5 � PERCOLATION RATE CONNECT TO EXISTING a.. 4d FLOURS NOTICE .RCGI.�D GAPPED WATER SERVICE FELD - 105 GPD / L2 GAL./DAY/SQ.FT. - 9D SQ.FT. REQUNRED W/ G- REDUCER - USE 2 LATERALS • 22.5' LONG EACH - 50 L.F. - 90 S.F. TAX MAP M 115.0-2-40 EXISTIN& ZONING: L.I - LIGHT INDUSTRIAL. SITE AREA: -MJ46 of (I b8 mreo) EXISTING USE: VACANT - PROPOSED USE: WAREHOUSE 51TE COVER &E PROPOSED REQUIRED EVILDIN& 10,000 of 15.-M SDI Max. IMPERMEABLE 15b'76 of ;1.4% - PE FABLE 41,466 of 64.q% SOS • IMPERMEABLE AREA INCLUDES GRAVEL PAVEMENT 4 CONCRETE 1*lALKS. OUIL21N& 5ETBACK5 PROPOSED REQUIRED FRONT '72.0' wI SIDE 115.0' and 55.0' 90' PARKINS 4'.5 0i:51TE PARKIN& SPAoM ARE REQUIRED - IPACE per Z EMPLOYEES (INDUSTRIAL) 1 ACC ES6IBLE PARKIN& SPACE 15 REQUIRED 5 PAP•KIN& SPACES ARE PROVIDED 12 o I� _�HI►I�, as I — — — —• LOCATION PLAN THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY OF A RED•: (ELUTION ADOPTED 3/18/03 BY THE PLANNING BOARD OF THE TOWN OF QUEEN5BURY. NEW YORK WITH THE FOLLOWING CONDITIONS= NO CONDITIONS. ZONE lW,- ADMIN15TRATOR NO IES: DATE L ALL EMSTNG UTILITY LOCATIONS ARE APPROXIMATE AND SHOlA7 BE VERIFIED N THE FEW PRIOR TO COMMENCING IT 15 iME SOLE RESPONSBLITY OF TILE CONTRACTOR TO LOCATE AND PROTECT EXI5TNG UTILITIES DURING CONSTRUCTION. 2. Thr CONTRACTOR SHALL STAKE OUT ALL WORK N THE FIELD PRIOR TO COMMENCING CONSTRUCTION. ANY DISGREPANCIE5 SMALL BE IhIMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 3. ALL AREAS DISTURBED BY GRADING AND CONSTRUCTION OPERATIONS SHALL BE GRADED AND RECEIVE 4" TOPSOIL AND MWED. - v Val N U a m q S e •.. � oIs- W o � 400 Z to o a � v O v O � s � � O N o lift �a v V • Lu_ a a a � s s c: a NORTH SCALE 1" = 20' Date. AVid A 2003 Revieiom 9/14/00Review Camm to LAYOUT 4 UTILITY PLAN Sp - SHEET I OF 5 1 r •J f r E f. 1 ( 1 ]EXISTING TREES ,. _ IN 5T MEMEROGAWS STELLA-0—ORO STELLA D ORO DAYLN.Y SO i 0 SPACING VARIES SEE i'LANTNG PL/W 2" f1NE SHREDDED BARK MULCH ,L ,— 3" SOIL SAUCER o u AMENDED PLANTING SOL NOTES THIS DETAIL SHALL APPLY TO ALL GROUND COVER. PERENNIAL and ANrI1A1. BEDS. NOT TO SCALE 3" SHREDDED DARK MULCH 3" HIGH SAUCER AMENDED PLANTING SOL %fW PLANTING DETAIL NOT TO SCALE HOSE FWTION GUARD te CEDAR STAKES DING fDDED BARK MULCH i 5AUGER D PLANTING SOL TREf PLANTING DETAIL NOT TO SCALE LIGHT * NOTES NOTir,� GALL BEFORE YOU DIG UFPO L THE FUSING WILL NOT BE OCCUPIED AFTER NORMAL WORK HOURS. UNDERGROUND FAGNJTIE5 ONLY SMUNJTY LIG-HTNG WILL BE REOLKED AND WILL BE PROVIDED BY PROTECTIVE ORGANIZATION 3 CUT Off WALL PAO MTURES AS INDICATED ON THE PLAN. 1-800-%2-7962 48 HOURS NOTICE REQUIRED PL W LIST -mum r NS E SYM BOTAMGAL NAME COMMON NAME Gum. 51ZE s ' "' ' TREES L PROTECT EXISTING TREES NDIGATED TO REMAIN FROM 5NNNING AND FLING AROUND BASE. 2 THE CCNMAGTOR SHALL INSTALL 4" TOPSOL IN LAWN AREAS AND 9" TOPSOIL SHRUBS INPLANT 50S AND ROUGH GRAVE. THE CONTRACTOR WILL PROVIDE FINE GRADING Hd BETULA JAGQUEMONTI JAGQUEMONTI WHITH BRGH 1 7 - 8' HT B + B. CLUMP 5A fRAX!#JS PENN. LAND, SUMMIT SUMMIT AS" 2 3 - 3.5" CAL d + D SG PRUNUS GSTENA REDLEAF SAND CHERRY 7 3 - 4' HT 6 + B GG ILEX INESERVEAE G1NA GIRL CFRNA GIRL HOLLY 3 30 - 36 In a + B 5tI LEX GLAdR/► 5HAMROCK SHAMROGc COMPACT HOLLY 2 30 - 36 In a + d RG BERdpdS THUN. ROSE GLOW ROSE GLOW JAP..OARBERRY S 24 - 30 In B + B PJ RHODODENDRON PJM PJM RHODODENDRON G. 24 - 30 h d + B Pd BERBERIS TFNaN. GRMSON PKMY CRMSON PIGMY JAP. BARBERRY 3 3 gd CONTAINER GROWN AW SPREA DUMALDA ANTHONY WATERER ANTHONY WATERER SPREA S B Del CONTAINER GROWN 5P 5PRCA JAPONICA LITTLE PRINCESS LITTLE PRINCESS SPREA 16 3 pd CONTAINER GROWN JN JIJNPCRUS SM. TAM. "NEW BLUE" TAMS NEW DI.LIE .!<MER 9 3 ad CONTAINER GROWN AND ALL 501L AMENDMENTS. 3. AREAS INDICATED A5 LAWN SHALL BE SEEDED WITH LOfT'S TRIPLEX GENERAL MIX OR APPROVED MDL AT A RATE OF 54s PER 1000 of. STARTER FERTLRER C5-10-5) AT 40 ba. rER 1A00 of AND MULGIED WITH STRAW OR MYDR05EEDE0. 4. PLANTING SOL FOR BAGCfL1 Of NEW PLANTS AND PREPARATION OF PLANT =5 SMALL BE A MXTUtE Of 1 PART TOPSOL. 1 PART COMPOSTED MANIA 1 PART PEAT M055 AND 5-10-5 FERTILIZER AT 1 b per 20 of. S. MLJVCM ]FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK FREE Of WOOD Caps. LEAVES OR OTHER UNACCEPTABLE MATERIAL. 6. MUM FOR ruwjNNAL5 WILL BE FINE 5MREDDED BARK PERENNIALS FREE Of WOOD CWS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. GAL Ua1 N � co am W (9) 41 � N � i � H O o � O � V t3 � 6 6 s V � �0 NORTH. SCALE I" = 20' Dais= Au wt 15, 2003 ion/00 cor><-ed Door locafiorm SITE L I GHT 1NG � LANDSGAFE PLAN SP-3 SHEET 5 OF 5 1 / / I If �\ SEDNENT I I \ / \ CONTROL 388 4 _ If � r � t � � t a II �- 1"' r JJ \ � � W 1 , CB DETENTION BASIN _~ '~ , TSmwwT Tw.AS A 'ORARY J \CB i JJ 40, SUILDINcv I AREA lJ I 11 \ INSTALL STRUCTURAL FILL \ ll _ IJ1 SIB CT� PLaNS JlAREA TO / �P CAb AND GRADE AND GOW it TOPSOt 40• MiL b . CO tL SHED STONE OVER FL.TER FABRIC AND o .•oo oo: o . 430 0 ". .. '� 6�' �: ' ' EXISTING Q. GROUND CONSTRUCTION SM 2.STON _canoNs 2• LENGTH AS RLrQ USE NBUTO. 2 STONE OR RLtUXE 3' 7}q 55i NOT LESS THANOT LESS 4. WIpTH, 10• THAN 50'. AT FONTS NOT LE55 THAT THE FULL WLL WIDTHWEE INGRESS Sh5. lL�SBPLACED OV� G. PLAFTONE. E I T• St�R�FA R' MAINTAIN EXISTING FACE AREA PRIOR m� Y CKNG pR OWING -L BS MAMTANED IN OFF Or STORrN W"C" WILL EPAR 8• coNxnONS DEMAND AND MESSING WITH ADDM TS -WAY. ASf N X 5 WAE _T5T LL V. DRCLEANING OF ANY MEASURES USED ALL BE �• � WASHED OR DEPOSITED ONTO PU&f RIGHTS -OF -WAY Aj� TO WA ttmi LY. ON RAVE SfDNpD PRIOR TO 'A OF ST SHNG I5 SEDIT TR,gpPNG DfVIG STONE AND DRAINS �DO. IT SHALL BE DONE E SFIALL BE PROVIDED A PfR►ODIC NSPECTiON AND BAN APPROVED FTER EACH RAN, MwTEMANGE CONS? GTION ROAD �jt, NOT TO,4t E 3G" FENCE POST, 10' MMAX DRIVEN 16" MN INTO GROUND `IT STOP FABRIC .MIRED G" MN N BROUND NaSTUeBED GROUND 111111111111 to SDlL TO [STA4.ISIt 5t qp J ~" WALLS� TROL PENCE l ' ~ 1 387 Ui f NOT TO SCALE NOTEs it GRADE t � 8s 1 � �► \ r �e5 UNTIL TO S APTOs ,II 386 t NOTE, ROUGH >=NTRE IS 5TABItZEp t UNTIL TO SEpT APT S �� j SITE IS STABILIZED / 388 , MAINTENA04CE 38 t / / L SEOI NT SHALL BE 599 BEEN RED<�p BY W7.. FROM SEDIMENT TRAPS 38 HOLD EROSION AND SEDN�NT WItENtyER ?HER CAPACITY 1 5 C_ WITHIN 24 GOOD WORKABLE, or EVENT AND REPAIRED AND/ES SHALL B£ INSPECTED t e(c�` �, 3• THE Ca`IIRACT ONDITION. OR MODIFIED AS REQ<p TO BE OR `aff t ; TO COLLECT LITTER AND CONST�RLT ' INSPECTION OF THE t I 4. ANY 5 TION DEBRIS AND DI SITE ON A DALY cti TOCKPIL£S 0 DISPOSE pF BASIS F LEGALLY. 386 I ,I CONTAINED BY SEpfhIENT G�TR�SOL. EXCAVATED MATERIALGALLY. � T'�'ZUGTION G�1F of FENc£ TO PREVENT CK BE COVERED OR AM TOc,,aeEe PAIJED � ' / IdGIN6 S�.P•P STRP TOPSOIL ; 1. STAKE ----- 'P• ��-VtVr�""�I�ITr,' I THE GON THE GRADING LIMITS OF THE TAT T�SH T`•�GRADE ?RUCTION ACCESS 1. THE !' / ROAD ACCESS AS pETALE6 VEWAY AND INSTALL THE 0 CONTRACTOR LII'IDERTAKWG r u? � ✓ 2. S CERTIFICATION SITE OONSTRUCn THE BWpPF AND REQ THI5 PAGE AND BE F OF THIS PROJECT D"ENTION BASINCONTROL THE EONG LMTS OF THE AMUAR WITH ALL REQUREMEN MUST SIGN S I FENCE N ARE, SITE. STORMY/ATER gMENTS OF THE LAYS DEC LOGS. STUMPS Ate VD 4 WtrHN THE ANDS REQ TO CON? SCI IARGES FROM CONSTRUCTION ACTIVITY G PERMIT OF To BE USED ASY I \KXAGRADING LIED 70 CONTAIN 2• THE G OR Tw.y' I�� / 3. STRIP T DEBRIS FROM THE SITE, LMT LINE REMOVE ALL OF Ti�E M G7 PERMIT TO Cp Y Y - PE� No. GP-02-02. spors FROM 00 N TOPSOIL FROM AREAS TO BE ARE ay CONS GENERAL ACTIVITY P£RMT FOR STOR Wq 1 , / �� 1 LASTA AWAY FROM ARENA GRADED AND ST ABLE BY C PERM? No. GPSARGE AND DRANACALLING DEC CPERM 402-SSOq 2�. COPES OF THE GENERAL PERMIT 3g4 , / ALL SEDIMENT CONTROL FENCE gRp�uyD TOCItPLES.�A�5N5. 3• A NOTICE OF LATENT UVOU MI15 4. ROUGH T BE TO DEC,t GRADE THE SITE AND C 4. m SWPPp PRIOR TO C�'LETri Y *"LE BULDNG FO-MA71ONS T THE DETENTION 8A5N5 STOR►rIWATER MANAGE EuDEs INFORMATION ON � Nm'gTNG WORK. THE CONSTRUCTION ONS FINALGRADINGOF THE BA5145 TO q BEING CONSTRL.ICTED. 5. PRIOR TO COMMEN? REPORT. �1WNG5 SP-1 - SP-5 AND 'THE q "xJ1'1 4SIT,AND PROVIDE A TEMPORARY RUNOFF Fjt5M ENC R N�NT S F CONSTRUCTION, mE GpplERTIFY THE ` // ASSIN FNVE GRADE SEED r TOPSOIL ON SLOPED PORTI EINIENT TRAP. ORT THAT THE TANK SMENT OF THE SITE TRACTOR SHALL H / SOON AS POSSIBLE MULCH TO STABILIZE DISTURBS OF THE wr�'NST�•ED. FOLLOWING C EROSION AND SEDIMENT TC N INSPECTION THE _ AREAS SITE N ANT ONTROLS HAVE B / S. ESTABLISH OMPAGRADE ONS AS REQUIRED 6 O� NCIiES �CGTIR�EA AND INSPECTIONS �� S��n �� ENGINEER � ��UAT£LY B / SOILS �EVAT1 TER AND �mN 24 H SHALL 7• INSTALL TED LIFTS. D USING ON S� Bpi I�=ArC6 TOR SHALL MAINTAIN A REG Ri A SORT AS REQ p B A STORM THE GP-02-01. 4 ~ / Rua DNc �DINpRENCH£5 PRIOR TO INSTALLING 3• AT O ON SITE AND AVAILABLE• T°ORD� PALLN5F'EGTIONREPORTS N A YE TRENCH.FROM CLOGGING 5lX2FACE STOPL£�G�T AT, E ON OF CONS � ON. TH£ CONTRACTOR �G �HMY UPO►�I REQUEST LOG SITE Mp THATWE CB 8. WHEN MI -DING CONS UPON CERTIFICATION ORARYOf G �� ' S ENTA JRG�E P� STABILIZATION ORMON � INSTALL coN O kEDLCr INSTALL TOPSOL, SEED AND MLILC COMPLETE G. � WIT" NYS DEC. COMPLETION A NOTICE OF TE�•8� HAVE BEEN ACCESS ROAD TO RED AD CNOfl REMOVED. G ONTO TOWN ROAD cL LAWN AREAS. SHALL BE DW / / SEDIMENT AND WHEN LAWN AS ARE ESTABLISHED TIFIG SHED, O CONTROL FENCE DEBRIS RE,, REMOVE THE MAY BALES ALL COLLECTED C BE ATION START 'AREAS WHERE AND DISPOSE OF N A LEGAL AND 5£D/y1E� `NED BY CONTRACTOR PERFORMING LAWN IS NOT ESTABLISHED �p � �• OVER. L CERTIFY UNDER mf SITE CONSTRUCTION COMPLY W N PENALTY N LAW THAT I UNDERSTAND CONSTRUCTION AND CONDITIONS OF THE SWpPp� � TO STABILIZATION AMNION TO ascARc� STD SWPPP AS A G F TFlE OPERATOR MUST C ORMWATER• I ALSO OF THE N.Y S, POLLUTANT' COMPLY W THE TERMS AND UNDERSTAND THAT Site ,Areas 1. THE CONTRACTOR G cRaL PERMIT FOR ST�ARGE ELIMINATION SYSTEM CONDITIONS OF SOON AS `E IN NTIATE ST ON MEASURES AS oN C ACTIVITIES � � THAT R ! �AAW�a BARGES FROM CONSSTRtJGT< NOTM PRACTICABLE N PORTIONS p IZATI • BEFORE YOU DIG UFPo BUILDING AREA+ ACTIVITIES HAVE TEhP► VIOLATION OF WA F ER Q ANY PERSON TO C CTIVi 7Olt9G22 TION LMTS OF PAVEMENT, 235-81 Sr N NO CASE MORE THAN DAYS. POLY CEASED. SEUT NAME STANDARDS SSE p 8�-962-7962 TOTAL AREA OF �TIJ«B 35.817 5F 48 HOLRS NOTICE Rtp(,RED DISTURBANCE, 1:=82 Sr 2.58 ACRES 2. ST TACKIRABLRATLON OF G�455 TITLE A CONTINUOUS OPES OVER FOR S �G5 HOSEEDNG USING ,OVER OF STRAW MULCH WATERED AND NINTOPLPLACE.SIGNATURE DATE I �0 �3 Z-: �!lU111 chi ado cli y o z _N y z a 0 a a 3 o a, U D � •p oa) S °' o a � .a �° o it '5 W o O = 4 mt z� o o �- a� z � o s � � o v c 6 6 x� v I .a i 41 N fl U - �1 s Mr L L c: V a fl- c �O NORTH 5CAL.E e Of Data aclp - A tow ReV�9lpng STORM;qATEF POLLUTION PREVENTION t9I At, I LIGHT DUTY MANHOLE FRAME PROVIDE OWNER MAIM AS-DlA_T AND COVER (TYP.) SYRACUSE HEAWMEM TS TO ALL BURRED COVERS CASTINGS1304B OR EQUAL FROM AT LEAST 3 FIXED. PERMANENT OBJECTS SUE" AS RAZING CORNERS - INLET BAFFLE LEAVEBELOW SRON O SURFACE TO MARK COVER CONCRETE EXTENSION RINGS W, MN. COVER OVER ALL STRUCTURES GROUT MAT" #'1 DISTRIBUTION BOX BY FORT "I = OR NON-%mw EptJAI jV GROUT CTYF.) 4.. Pvc p p O MFL SLOPE - st a E 2/4" PER FOOT ° 2/8" PER EDDY ALL OUTLET INVERTS 11 O g ° `�PEA M UST TTLSA BY lit AT ME SEAMLESS roRT ^ p GRAVEL ELEVATION. LEVEL BOX ON g w PEA GRAVEL. AND USE SPEED vEl'TIGTAW�ORYEGUAL INLET + 011TLiT `� ^ LEVELERS ON ALL OUTIZTS. BAFFLES ADJUST 149= tiVO2R5 WI1H WATER. DISTRIBUTION HOX NOT TO SCALE *40 MN" 2x YAM MAMIM 4x W O M 00 o00 INSTALLATION OF D15POSAL FIELDS PE.A�GRAOVIDE 3UNDEERR TAW o°d9 IAOO 6AL. SEM TAi�BC L CONSTRUCTION SHALL BE A5 SHOWN ON THIS DRAWING. NOT TO SCALE AND SHALL BE N ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH. AND A5TM F481 76 INSTALLATION OF THERMOPLASTIC PPE AND CfDRRUGATEO TUBING N SEPTIC TANK LEACH FEEDS. THE L"TS Of THE DISPOSAL fELDS RAFTER PPE ALL BEALLOWINSTALLATWITHTIION HAS BEGUN. 3. AI`TER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQLWM- SEPTIC TN" THE WALLS AND FLOOR OF -EACH TRENCH SMOULD bE CLEANED AND RAKED TO AC"EVE AN EVEN SURFACE AND TO LOOSEN L ALL UNRS SMALL COMPLY WR" THE REGUROCKS Of THE NEW YORK SPEARED SECTIONS Of TRENCM- STATE DEPARTMENT OF HEALTH AND SMALL BE PRECAST CONCRETE 4. PLACEMENT OF GRUNE SHED STOW- PERFORATED PPE AND GEOTEXTILE AS MANUFACTUR1W BY FORT MLLER OR EQUVALr NIT. F:18WC SHALL BE AS SHOWN. AND CARE SMALL BE 2 ALL STRUCTURES TO DE PLACE] ON FI ML COMPACT SAND OR EXERCISED TO AVOID INCLUSION Of 19 NE CRANED SOILS AND GRAVEL FOUNDATION. MMEREVER EXISTING FOUNDATION CONDITIONS O1HOi WASTE MATERIAL IN THE STONE AND PPE. ARE UNSUTABLE. CRUSHED STONE WALL BE PLACED AS 3. THE PPE SHOULD BE LAD AT THE GRADES AND TO THE NECESSARY TO ACHIEVE A STABLE FOUNDATION. Kn IONAm 5 SHOWN ON THIS DRRAI AWING. MAINTAINING 51GHT CT GRADES M hOUT SAGS. MUMPS. SEPARATED JOINTS 1�hLT:.a 1 HOLE N 5hEPPE -5"A1 ft t:AD G. ALE' M POSAL FEEDS SHALL BE GRADED TO SHED RAINFALL A*0 TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY 5E AGE D I F205AL 5Y5TEM fx0M THE DISPOSAL. rm. .. 774" MN. NYSDOT ITEM 304.03 TYPE 2 SUBBASE COURSE CRUBBLD. 0 01D ; , • o.', p {,RANULAR SUBBASE COURSE o. • , o Q:o NYS DOT SECT. 304. TYPE 4 00 COMPACTED TO 95Z STD. PROCTOR SUBGRADE COMPACTED TO 90Z STANDARD PROCTOR GRAVEL PAVEMENT PARKING LOTS D NOT TO SCALE AE NERM r 12" x 18" PM3,p M.U.T.GD. STUD. CHANNEL COLOR- BLACK EMBED POSTS 3' INTO e 12" dte x 4' DEEP CONCRETE FOOTING #AND I GAP FARK I NG 51 GN NOT TO SCALE Y TOOLED SCORE JOINT. SEE PLAN. 5' or. NOMINAL EXPANSION JOINT SEE PLAN. 25' oc max BAR TO WALK DIRECTION tt GEOTEXTILE FABRIC 611 M. 1" PPE GUARD STAKE 2"MINI --�.- T FNSHED GRADE 4" PERFORATED PVG LATERAL SLOPE 1/16"-1/32" PER FT. 12" MN, IL 00 Of ALL DISTRIBUTOR PIPES MUST BE Tt1READEO ADAPTER ♦ 4" PLUG PLUGGED UNLESS INTERCONNECTED. T 4" PVC L ALL LATERALS TO BE OF EQUAL LCNGT". T STANDARD A550RnION TRENCH PROFILE NOT TO SCALE r RECAAWG°UPI'uG 2'-O" 4'"O" 2' " 15Z MAM M CROSS SLOPE O E TSETTOELt MTW ON SLOPED SITES 1/8 BQfD- PVG W4pp 6»_�» EAR GEOTXXTLE FAW 4" PERFORATED AeW nj" :�: -4 LATERAL 22" HK 3/4" TO 1 1/2" CRUSHED STONE PVC Wm - 48" hN. NOTE- ALL SEWER SERVICE AND CONNECTION WORK SHALL BE MAXMA'I SEASONAL HIGH= INCOMPLIANGE WIT" THE TOWN Of QUEENS itY REWIE WS— GROUNDWATER ELEVATION a BEDROCK STANDARD ABSORRI'TION TRENCH 5EGTION 5 Z a ANW- UNDER LAft ��. NOT TO SCALE NOT TO SCALE r .. HEAVY DUTY FRAME + GRATE t44145ELL `FOUNDRY --*Tim -OR _EQUAL WRAP GRATE WITH FILTER FABRIC UNTL LAWN AREAS ARE ESTABLISHED INSTALL MAY BALE DAM AROUND THE ••••••• •••�••/• CATCH BASH GRATE UNTL ..�..., •.////// LAWN AREAS ARE ESTABLISHED SLOPE —� ii•iiiii Ci////// —SLOPE FINISHO GRADE 1 1/2" ' 3 Z TOOLED EDGE-1/4— RADIUS min PLillwi per fOOT CMAX 8 6" TOperft0 BROOM fNSH SURFACE TYPICAL PERPENDICULAR TO WALK TOOLED SCORE JOINT EXPANSION JOINT 1/4" R. 1/2" DEEP 3/8" COMPRESSIBLE FILLER WIT" ZIP STRIP + SEALANT 6x6x6/6 WWF TOOL Or TH �� 1/2" BELOW FN. GONE. �'. ; ' . • 4.000 psi CONCRETE iA GRANJLAR SUBBASE NYS DOT SECT. 304. TYPE 4 COMPACT TO 95Z STD FROG SUBGRADE COMPACTED TO 9OZ STANDARD PROCTOR SECTION aoNGnTE NAJ..K NOT TO SCALE RISER AS REQURED 1 • "lip '• Ce . •� T#F • • •• ••• •• U ORYNELL CRUSHED STONE 2 - 3" SIZE min. OTEXTLE FABRIC 0� ALL AROUND STONE MrLDPE ,rP MAXIMUM HIGH GROUND_ WATER TO dC" TOPSOIL AND SEED DISTURBED AREAS EXCAVATE WALK INTO COMPACTED SUBGRADE MATERIAL. 1" TOP - GRUS"ED STONE FIDES MECHANICALLY COMPACT O GROSS PITCH SURFACE 1/4"/ft MIrL f"SHED GRADE _� (—I (� O O 1�� — O O 4" GRU11ER 5RUN STONE of O GRAVEL SUBBASE MEC"ANCALLY COMPACTED � 1--11 1—I i I—III-1 1 1—i 11 I I I UNDISTL�BED 5l$GRADE GEOTEXTLE fABRIG 5TONE K&K NOT TO SCALE GRADEaP AREAS RESTORE TLRF � .»•n"P ti.Il F EXCAVATE TRENCH WIM M I UM WIDTH EQUAL. N TO PPE PLUS 2A fT. t 3 in 4� MACHINE BACKFLL W/ NATIVE MATERIAL GOMPACT N 1'-0" LIFTS (4" MAX. SRE� TO 96Z MOOIFED PROCTOR SELECT GRANAAR MATERIAL CSOOZ PASSING 2") TO 18" ABOVE PPE. HAND BACKFLL., G" LIFT. PpE BEDDING 6" DEPTH. SAND. GRAVEL OR CRUSHED STONE CTO 1 1/2" 3 � i' { P� EXGAYATI ON � BAGK� I LL BETA I L NOT TO SCALE I BULDHG 3.-G.. fNSHED GRADE e 4°O°O ° WOOD OR ALL MNLI'i EDGING 0 0 0 4bO 0 e e �op :00 �8 Q, i7 00 #2 BROKEN STONE s �� ° 0 0 e o0 e00 000 FLTER FABRIC SAVE TR NCH DETAIL G NOT TO SCALE 0 U�a1 N � N Z 2 a 3Z a� a O 40 a .v A v 0 Ix o W o o 4) 0 z° I- W -7 ~ Z \ W V O � � v � v � �V � V 'a N y �- T, o 9 NORTH SCALE none Data AV* A 2003 PAVW" 9/WW Review Coffen rtltls 1017/03 Correct Gravel Pvt. DETA I L5 Si-5 SHEET 5 OF 5 NOT TO SCALE