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2003-949 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804.5902 (518)761.8201 Community Development•Building&Codes (518) 761.8256 UtIX11FICATE fvNru OCCUPAN%.j .L Permit Number, P20030949 Date Issued; Monday, June 19,2006 This is to certify that work requested to be done as shown by Permit Number P20030949 has been completed. Tax Map Number, 523400-278.000.0002.029-000-0000 Location. 572 STATE ROUTE 149 Owner. EUSTACIA SANDER Applicant; EUSTACIA SANDER This structure may be occupied as a, Fireplace By Order of Town Board Residential Addition TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the 011. property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a resultof approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbuiy,NY 12804-5902 (518)761-8201 Community Development Building&Codes (518),761-8256 BUILDING PERMIT Permit Number: P20030949 Application Number: A20030949 Tax Map No: 523400-278-000-0002-029-000-0000 Permission is hereby granted to: FITSTACTA SANDER For property located at: 572 STATE ROUTE 149 in the Town of Queensbury,to construct or plade 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: EUSTACIA SANDER Fireplace 572 STATE ROUTE 149 LAKE GEORGE NY 12845-0000 Residential Addition $30,000.00 , Total Value $30,000.00 Contractor or Builder's Name Address Electrical Inspection Agency BRYAN LAFORD 638-8372 NY 12804-0000 Plans&Specifications 2003-949 1872 SQ FT RESIDENTIAL ADDITION AS PER'PLOT PLAN SPECIFICATIONS $224.64 PERMIT FEE PAID-THIS PERMIT EXPIRES: ' Saturdt November 26, 2005 i (If a longer period is required,an application for an'extension 11111s t be inade;to the code Enforcemen i November of the Town of Queensbury before the expiration date.) Dated at the TrKI Queenlednekday,,,!�IQvember 26, 2003 SIGNED BY for the Town of Queensbury. Director of BuilAinV&4'7�o 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: P20030949 Appficatiofi.Nurriber: A20030949 Tax Map No: 523400-278-000-0002-029-000-0000 Permission is hereby granted to: FITSTACTA-SANT)FR For property located at: 572 STATE ROUTE 149 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: EUSTACIA SANDER Fireplace 572 STATE ROUTE 149 Residential Addition $30,000.00 LAKE GEORGE, NY 12845-0000, Total Value $30,000.00 Contractor or Builder's Name J Address Electrical Inspection Agency BR'Y'AN LAFORD 638-8372 NY 12804-0000 Plans&Specifications 2003-949 1872 SQ FT RESIDENTIAL ADDITION AS PER PLOT PLAN SPECIFICATIONS $224.64 PERMIT FEE PAID-THIS PERMIT EXPIRES: , Friday,November 26,2004 (Ifa 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 T P o VM 0 u;eteW e y,November 26, 2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement - Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Qiieerisbury,NY (518)761-8256 A permit must be obtained before beginning construction. LedBy- Applicant: File No. C ) No inspection will be made until applicant has received a id J: ` 1 valid building permit.All applicants' spaces on this eo Paid $ application must be completed and must appear on the application form-Yae�: ara,� ' f �� Owner: �� A�., Address: -sc.4- Address: _S'72 S' P0v f-e .(1E-; Lie Caeoru�,/UY -,26Ys Phone*(sty ) `lq2 Phone#(-o, )�- Property Location: Lot Number: / House Number -ca.* 11f( . Subdivision Name: sJ A Tax�jMap Nupmb/e�r: K�Ai�.'�7C[aX Ctt9u�.12 ��pr-�tc�-� o New Building: residence /commercial 'Estimated Market Value of Construction:$ !.moo<�) 0 Addition: resin once commercial If an Addition,what will a of new addition be? o Alteration: zeaidenca/ commercial 4Z�YY-���E� Q No change to oxtctior size: residence!com'i t3 Other work(describeCheck - ) Xis�i bpi rc�a rr u i L l now lase c am(emu}� taovr, mud ('oc_I .1 M- cxi!� %_ bestroom/a-) Below Occupancylnformation 1' Floor 2" Blear Other floor " Total. Below sq ft. sq.ft sq.ft. square Feet --Mr Single&xriily dwellin Q. Two famil dwellin m _ Townhouse o Multifamily dwelling t #of units a Office Q Mercantile o ManufactutinizR a 1 oar detached garage - n 2 oar detached garage O N OF OLIFE Q 3 ear detached garage B a l p :_ _a +F 0 1 car attached garage 0 2 car attached garage 0 3 car attached garage ct Storage building- commercial co Storage building- .residential ct Other What is the proposed height of the structara 2- feet inches Will any second-hand or ungraded lumber be used? If so,for what? � Type of Heating System: electric oil j gas/wood /forced hot air/ aseboard other: Number Of Efteviaces to be installed ! Number of.Woo&toyes to be installed List below the person(s)responsible for supervision of work as regards to building codes; Name Address Phone Number Builder- . t -, 1—Fnr eZ 6 f ��{, Plumber :, c `33 Nuson t t e Electrician a= s�iczeo toZ Siaruma+ns/crm ' QUco _'Z`Lt3 3r� _ DSWURUOU: please sign below after you have carefhlly read the statement: To the best of my knowledge the statements contained in this application,together with the places-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 I/we 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.fis Built Survey by a licensed surveyor;drawn to scale,showing actual location Of ew construction. Signature-' y owner,Owner's agent,architect,contractor Fire Marshal's Office Town of'Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning, Appliances & Chimneys applicable to solid fuel; & vented gas .appliances Date, 20 Permit No. Application is hereby made to the Building,& Codes OfficeJor-the,issuance ofa Buildi,ngand Use •Permit pursuant to the New York State Fire Preventioit,and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulafio'ns, and all conditions-that are part of _C), these requirements and also will allow all kgpectors,-to5eiitei--PF&itiiEeTiop�rf(;riii required-inspections. NOTE to applicant:"Rough-in and Final Inspections are required., 1 Applicant Information Fuel Burning Appliance Informatiion (circle appropriate words) 'Name: Stove: wood coal pelleb,' gas / _X VyA.o Fireplace insert Fireplace, factory-built: Qoqj Address: gas Fireplace,masonry: wbod gas Furnace: wood gas oil Phone: -19,2 (�D 5>1 If non-masonary applicance, please provide Manufacturer Name: Owner, J Address: 5c:01-Q 'Model Number: Chimney Information Phone: (circle appropriate words) Masonry block brick stone I size: inches Fluff the steel ExactAddress: of construction or installation Factory-Built Manufacturer name: Model Number: Note: Listed By: Number: Construction lInstallation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double ivall l Triple ilva�l Insulated Direct venting Chimney Liner sw xl�cpx-jk- Fire Manybal Code fi Collected $Refunded Receivedfi-om (refunded t4l�_ /zL S address:__ A 173 3389 (1911) Public Saj&ty A 233 2655 (230)Minor Sal' tt L a/DA TE: White(Applicant) Green(Fire Marshal) Yellow(Bldg.Dept.) Pink&Goldenrod(Cashier's Dept.) COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. Main Office 176 Doe Run Road- Manheim, PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Perm. No.1///Fiiii!!f#..flit#.##4#.... Hii tliif i•iN 0 69559 Cut-in Card No Iff Frfiifirgi.##llfflr.ifif/lH 1 11RtlR}tiiiifirtNil.N�irrfNliHiriNflr#u#fft.i#riq#i i!/11t1#lN.ffa#ffftlRllfRifl44R1iitfflfff4flf#fief#fIf#f!//f►tRit..11i.fiiill.IfHluf ii ii flRiitrtif! (fjjt 6r e Locationn i1f.f.@al4fi@eeieef@eeee@rieeee#@@lee@@t@@@itNtl Ifi! 4144./pRi4ee#i@tftl#ff@e4@1!t/ltMi#l44rfar4frtr.eef@f##.#if/f111. ........ 1..... .411ei#@f@eeH........ j( Calf Installation Consisting ofe#s1, eee,4@ iti4rllll!*!.rlaaeeeeeef 4f f1l1#H►lilt@Raiff..4..rf�#.1...ee#feeeef.reHltf#114R1lt1�1fff@M4r4aei#If14lif11f /llNliaiif4@#of#mf.fl4s.eeeetee4#.!gltfft#M #tiq/Neefla4aaateer.Htiff.ff411.itofl/a#Mfff@@a#@@ofofee@@1t.#RIR14HliRif1ft1444HlR41Iliil4tr141l.4arfeeeef@f#@ilaHfl f4Hffffflllf#.of#lirlf#f#I to Neff*@###fi leteer@@see@off@ fella @Hoft@@f#1#tr4i4 e610116994@ofofofftlf estate#10411eetl1ofif!@44#.#lfaf#eeofa 1ee4..#fff feet f levels@ofeofe@oft global jT, 1��, 1By L Instfled l Lice No. iftee@rfffff#flit@till/if//fii!#irf@flffff/Iiirlfi The conditions following governed the issuance of this certificate, and any certificate previously issued is cancelled; i This certif sate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations, application shall be promptly made for inspection: Inspectors of this Company shall have the privilege of maki inspections at any time, and if its rules are violated, the Company shall have the right t rev a the ce ificat 11111'1����i1tt1111111i i� INSPECTOR/lt$## af.f#eef.f##4feeof.fi4ee.of#f# .ee.f.ftf.if! 111t@il @@f@@ee@eeee4•@ieeI@little@feeeeelitRftfllfrifi#1914144641641aleffi/ll Rf attshnio N it D A 1 A Y 1 Foundation Inspection Report Office No. (5 18)761-8256 Date Inspection request received: Quel=sbury Building&Code Enforcement Arrive: am/pm Depart: !-/Gam/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: (C' X"qZ PERMIT#: 0 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallp our orcement in Place a nano da"ti6oilbanipproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 ipil of for wet areas under slab r fill A-p-broval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation'Interior/Exterior �R- Rough Grade 6 inch drop within 10 ft. /1,ASueHeMiDgwa t lding.CodesInspect*lun.F,ORMS\ro io PPort.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/mD art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's lnitials:,zw� NAME: r-0 4C1,_Q1A- cl�, zwJ-01-V PERMIT#: J-0 LOCATION: INSPECT ON: � TYPE OF STRUCTURE.- Y N N/A COMMENTS A Framing 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 Metal Strapping for Notches Top Plate I 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 %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 LAS ue Hernin gway\Bu i Id i ng.Codes.Inspec ti on.FORM STrarning Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: — 7 Queensbury Building &Code Enforcement Arrive. --am/ Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: � N NAME: PERMIT#: U3--- LOCATION: S2 INSPECT ON; 4� - TYPE OF STRUCTURE: COMMLts Y N N/A 'k-Ifo-otings Piers Monolithic Slab Reinforcement in�Place 171/ 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 Darapproofing/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:\SueHemingway\Building.Codes.Inspection.FORNIS\Foundation Inspection Report.doc January 28,2003 r#V, Quee.nsbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: an,=/ art: Zam/prn Date Inspection request received: Inspector's Initials:K as NAME: -5AA1 PERMIT#: z 1� pl� oc —/ V, LOCATION: &T- DATE: C TYPE OF STRUCTURE: Comments N /A Clihnney Fit./"B"Vent/Direct Vent Location A Fresh Air Intake 3'inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in. or more 0c,stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railin s 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers 1AJ Enclosed Stairs Sheetrock Underside minimum '/" Gypsum Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 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 V/ /,0V Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. V, Bathroom/Kitchen watertight 712 Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: — / Every Bedroom: Outside every bedroom area: Inter Connected: — / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window A' 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/'/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"aicess, 1 sq. ft.-150 sq. ft.vents Building No./Addres_$Wfsib.1g frqp)6oadj Final Electrical 5 IZ-9/141 oe Site Plan /Variance r4uirect I Final Survey Plot Plan' As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] �--V I L:\PamW\Building&Codes\Insvection Forms\Res.Final Insn. form 2.docLast minted 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive �k-am/p 'part: am/pm Date Inspection request received: Inspec r s Initials: NAME: !!t 1 , d PERMIT#: 05 LOCATION: DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors -��C��/2.6 Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(hei t)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp, 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Surve Plot Plan As Built Septic System/Sewer De t.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent L:\Building&Codes FormslBuilding&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC9 + Fain Office 176 Doe Ran Road - Manheim, PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit Not 7 6 0 9 1 Cut-try Card No,firfrlRrritM111rrt/ratrlrMMMf t 9 V ►*n riiirrNtiiMitrMtttMMMMINtMtill#rftMM f Mite r/rrl,rrl 11t fMMMitfrf•iftrMMMirlfifM•+ftrfffrifRrrrrrfrrfrifliltittMitrrrrrrrrfftt MitMtlafM/Hit t ttrt rrr H 7 t Lo 11 cat■o n zoMfrft#rtttriMt#/allflRfrffr#trttrttfrtttitit#I/I1 rr#fl f1ilfittfiffitltM#fM{liirtlR#fit###u1##if#If#MtH{ft{fl{tltl!!!M rM#t1+MN##r1 N/ltfrflf#trtir# ran • f r rrr 1f�ii! rMrar !1 r�ii itt+ri r41MiiMlirrtriRrri Installation Consisting of Ira##f#{1#trlr{M •1{MaR#r1#R1#e##Ilffa{lf#t�fir#{Rff#lttrf trfllt f # #t f M 0a xt 114104 trrlttf tiiMfRrttuttt rMN//riifrrr artfMMrrrrr/rffrflMtrtlrtrfrrrrririRrrfrrRriRrrfrrr rrttr rrrffiMMfMrrMirirgrrrrfrrrN rtM•rlNrrfrttHrirMrirMrrrfrirfNlititMarrr � I' Iola 114010rlt M M Ma 1001444t4I1411lt llii lffH rRtif•tltfi••alsettle Ml#a#fft+tftpoll aaRlraall ri RfafifRrfi##itffrtltif•flittaraiiR lt111R11#11#MHarriii#1lrffrtiiilrfr##t#If rffq#ftI lIM 6 AI�Ale*A� InstalledBy,lfrrirrff+ttrr+iltin lr ii/four r titffrar111irrlrrrflrititalltttf Mr•MrMifrrr11/rrit 11rt/1t/Lie. Not r#tRlrrttifrMMflrirrrff1M11rri 111191111#rf 140441 iM The conditions following governed the issuance of this certificate, and any certificate previously issued is cancelled: - This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations, application shall he promptly made for inspection, Inspectors of this Company shall have the privilege of maka inspections at any time, and if its rules are violated, the Company shall have the rightaMo####M oke s rtificatel Date EWANt1#1MNlirrtrftlff titlMttttff IIIIRrrtfr#IIft/Nf IN PE" TO ` rMM# t #t##rff Meet also MMrrrrrrrrrrtrltfMtitrrrrrrrrlrrfu1111•irMMrufrrrltrrlt f member NIPiA#i IlAfEIIM 0 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm,V De rt:l Dam/pm 742 Bay Rd.,Queensbuiy,NY 12804 Inspector's Initials: NAME: PERMIT iv: C;too-3— LOCATION: �-tZ� Q INSPECT ON: —IL TYPE OF STRUCTURE: Comments Y N/A • Pier Igs — K) uolithic 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 Dampproofmg/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. LAS uel-lentingway\Building,Codes.InspectionTORMSToundation Inspection Report,doc January 28,2003 Town of Queensbury Fire Marshal 742 Say Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's 2 1�C in r e o or specifications is allowed, /� , permit# 0 J —�i 1 Schedule �to l TiYne �� am pad anytime Inspector Name � " �j Address \ I g hough YajFinal Appliance Manufacturer Model#k Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection 5� Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-off Valve Combustion Air Hearth Extension(if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LIP) 'White—]wilding TDept. Yellow CSutt er Pd=ek—Fire IVta:ahal 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 SCHEDULE Received: --Permit#(n S) INSPECTION ON: Name.• 9-K-Nj AM 6�p�) ANYTIME Location. �2� APPROVE D N/A YES NO COMMENTS EXITS -- AISLE WIDTH$ EXIT SIGNS-N6R-MAL ;- BATTERY --EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE -COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE RAC EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY M6@ONRY ROUGH IN FINAL FACTORY BUILT �OUCH IN ---FINAL STOVE ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FIREPLACE FINAL NyAsONRY ROUGH IN OK THIS DATE OK FOR CO NOT 0 0 FINAL FIREPLACE FACTORY BUILT ROUG MPE TED BY FINAL COMBEVICHRISJIWORDILETTERS20OI/FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Framing / Firestopping Inspection Report 's Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pDepart: am/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: NAME: PERMIT#: 03� LOCATION: �, INSPECT ON: 75 lee 0 At TYPE OF STRUCTURE: Y N N/A COMMENTSFraming Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"Q.C. Headroom 6 ft. 8 in. Stairwells 3 6 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 F wall.2, 3,4 hour F�iresttppirig_=_;;. 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 5.4 sf grade 440 L:1SueHemingway\Building.Codes.Inspection.FQRMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Re ort -- Office No. (518)761-8256 Date Inspection request received: 3 l f G Queensbury Building&Code Enforcement Arrive: am/ m epart:Z , pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: "3- LOCATION: � - / INSPECT ON: 6 TYPE OF STRUCTURE: e• --- 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 C.o CPVC,Pex One and Two-Fan* Insula - esidential Check/Commercial Check Proper Vent,Attic VentR Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape r COMMENTS.--- � ��' �c•4�u L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November I7,2003 Rough Plumbing Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: S !1 16 V Queensbury Building&Code Enforcement Arrive: am/p D ,part: 11M. 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: (f)�. LOCATION: yxPj4,Pk- /42 INSPECT ON: -1 TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain I Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place ";Nail Plates -1-72li1C min. rain Size Washing Machine-Drain 2 inch min. Fe- C4T� ( Y1 Bead"car Air Suppl y Test aiiid:Ve ts 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-Faxnil 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:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation ReporLdoe November 17,2003 Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ , e art: am/pm 742 Bay Road, Queensbury,NY 112804 Inspector's Initials: NAME: PERMIT#: VJl LOCATION: INSPECT ON: Zb/I A TYPE OF STRUCTURE: Y N N/A COMMENT Framing 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 'Metal Strapping for Notches Top Plate I V2(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 Penetration sealed 16 inch insulation in cavity min, Garage Fire Separation House side V2inch 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:\Suellemingway\Building.Codes.Inspection.FORMS\Fram-ingFirestopping Inspection Report.doc January 28,2003 Framing/ Firestopping Inspection Report . Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm part: Jam/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ; NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: - Y N 'N/A COMMENTS Frax mgn — - ack Studs 1 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 Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft, floor trusses Ancho• olts.6 ft. or lesson center �;= `e-arid-smow-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 Ceilin 4all Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection,FORMSTrarning Firestopping Inspection Report.doc January 28,2003 M' Framing Firestopping InspectionReport -----J - Y' Office No.(518)761-8256 Date Inspection request received: v a L/ Queensbury Building&Code Enforcement Arrive: am/pm epart: a m 742 Bay Road,Queensbury,NY 12804 ' Inspector's Initials: t NAME: `� PERMIT#: LOCATION: INSPECYON: . � 614 TYPE OF STRUCTURE: Y N :lvia. COMMENTS Framing 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 Headroom 6 ft, 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z(w)16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft. floor trusses Anchor Bolts 6 ft.or less on center ce and snow hield 24 inches from wall r--- � 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•518 inch Type X Garage side5/8 inch Type X Ceiling/wall Windows Habitable Space Z Bedrooms 24 in. (H) . 20 in. 5.7 sf above 1 below grade 5.0 sf grade L:\SueHemingway\Building_Codes.Tnspection.FOR.MS\Frain.ing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart:'t�,Wm/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: pall Comments N N/A I/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 Damppro6fing/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 Pl er Sl_a On Cc PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report doe January 28,2003 Z/- 1ACj Foundation Inspection Report Office No. (518)761-8256 Date Inspection reques rec iv d: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: —7D11'- PERMIT#: LOCATION: , c-- INSPECT ON: TYPE OF STRUCTURE: c , 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 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 acl fill Approval- _ _ .,..� �-,a _ •/ / �....- PV Cast/Copper !/ undatiInsuln Inter" r/ teri Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.PORMS\Foundad.on Inspection Report.doc January 28,2003 Foundation Inspection Report I A/ Office No. (518)761-8256 Date Inspection request received.- Queensbury Building&Cade Enforcement Arrive: am/pq�� Depart: n�/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _ PERMIT#: LOCATION: INSPECT ON: — — TYPE OF STRUCT 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 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 Plumbing Under Slab C/Cast/Copper :Foundation Insulatio Inten /Exterior R.- Rough Grade 6 inch drop within 10 ft. LASueHenvngway\BuiIding.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection reque t recei-yed: Queensbury Building&Code Enforcement Arrive: am/pm Depart In 742 Bay Rd., Queensbufy,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y , N N/A .................. ............. Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible providing protection from freezing L11 for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Vz 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 of for wet areas under sla/ Back fill Approval 4P Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Project Name ptM Orr .(Qe�) BP# C�n,1- 4 Address: a sivia 07 JAJ J Building Permit SubmissionRECEIVED SFD :. Checklist 2-Family svv �C' �r� our if u. All items below must be checked ' Cable prior to submission of any building permit to the Town of QueensburyB g ep � 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 ... ... ......... ........... .. [�K ,❑no ❑n/a 2. EnergyFonn or CheckMate Energy Code Compliance Forms Complete.. Oyes n no ❑n/a (2 copies) , 3. EnergyCode Inspector's Report from CheckMate Program.,........... .. 121� ❑no ❑n/a -4 Septic apphcatton completelyfdledort{tf applicable) ❑yes []noa - _. _ oltd Fuel Iig or Gay Appbanceorrn _.._ unuui _ .77 -- �. Electrical Inspection Form: o a.. ❑° ❑� 7 = Two(2) corrlete sets of stnzo+ ual drawuxgs �s no �n/a = a) floorplan,,°b}faundattonplan,:c�:cross_secttons elevattons, __ e}wuidovi*and c;or schedule, 8. Two(2}site plans showing location of the structure to be built,............ M5 - .[Qno '[n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property%lities to new structure... ............................. LV1Yes Ono �n/a 10. Setbacks to neighboring wells and septic systems,including onsite well.... El []no n/a and septic systems(if applicable) 1l. DrivewayPernut... ... ............... ...... ... ... ...... ..................... ...... ❑yes Ono Pn/a Date: Staff Initial: L:\SueHemingwa}\Building.PerniicF0FM.S\Generic{hccMt.doc January 28,2003 Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A //)Full sets of'plans t/ Over 1,500 sq. ft.—Stamped V'l Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Wi ' w Schedule With Glass Size j/Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor t/ Residential Check Paperwork Compliance and Inspectors Checklist: OK ampproofing/Waterproofing Materials On Plans aundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade loll Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where equired - 1�5ed Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls ,an I f at orms At Exterior Doors V?Stairway Headroom 6' 8'All Stairs 36"Width 011 Stair Run and Rise V'Winder Run and Rise Spiral Not Allowed From 2 Story V' Smoke Detectors Battery Backup and Proper Location V Bathroom Fixtures Proper Clearance V- Hall Width,36"min. V/ Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation arage Floor Sloped Attic c Access 00 Roof over 30'—22"x 30"1 Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed Permit Number REScheck Compliance Certificate Checked By/Oate New York State Energy.Conservation Construction Code REScheckSoflware Version 3.5 Release le Data filenanie:Untitled.rck PROJECT TITLE:The Sanders Residence COUNTY:Warren STATE:New York HDD: 7635 - CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 11/26/03 DATE OF PLANS:November 14,2003 PROJECT DESCRIPTION: 2-Story Addition DESIGNER/CONTRACTOR: LaFond Custom Builders,Inc. COMPLIANCE:Passes Maximum UA=993 Your Home UA=942 5.1%Better Than Code(UA) Gross Glazing Area or Cavity• .Cont. or Door . Perimeter R-Value R Value UFactor UA Ceiling 1: Cathedral Ceiling(no attic) 934 38.0 0,0 25 Wall 1.Wood Frame, 116"o.c. 208 21.0 0.0 9 Window 1:Wood Frame:Double Pane with Lbw-E 43 0.330 14 Wall 2: Wood Frame, 16"o.c.' 240 21.0 0.0 14 Wall 3:Wood Frame, 16"o:c. 288 21.0 -0.0., 14 Window 2:Wood Frame:Double Pane with Low-E 50 0.330 16 Wall 4:Wood Frame, 16"o.c. 234 - 21.0 0.0 . 11 Window 3:Wood Frame:Double Pane.with Low-E 49 0,330 16 Wall 5;Wood Frame, 16"o,c. 234 21.0 0.0 1 111 11, Window-4:Wood Frame:Double Pane with Low-E 18 0.330 6 Window 5:Wood Frame:Double Pane with Low-E 18 0.330 6 Wall 6:Wood Frame, 16"o.c. 378 21.0 0.0 15 Window 6:Wood Frame:Double Pane with Low-E 54 0.290 16 Window 7:Woad Frame:Double Pane with Low-E 54 0.290 16 Window 8:Wood Frame:Double Pane'with Low-E 14 0.330 5 Wall 7:Wood Frame, 16"o.c. 288 21.0 0.0 16 Wall 8:Wood Frame, 16"o.c'. 288 21.0 0.0 . 16 . Floor 1: Slab-On-Grade:Heated 934 11.0 716 Insulation depth:2.0' Boiler 1: Other(Except Gas Fired Steam),86.AF'UE REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release le DATE: 11/26/03 ; PROJECT TITLE:The Sanders Residence Bldg. I Dept. 1 Use I Ceilings: C ] I 1. Ceiling 1: Cathedral Ceiling(no attic);R-38.0 cavity insulation-: I Comments: ' I Above-Grade Walls: [ ] i L Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation 1 Comments: . [ ] I 2. Wall 2: Wood Frame, 16 o.c.,R-21.0 cavity insulation Comments:', [ ] 1 3. Wall 3:Wood Frame, 16 o.c.,R 21.0 cavity_insulation Comments. [ ] 1 4. Wall 4;Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ } i 5. Wall 5:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ j 1 6. Wall 6:Wood Frame,'16"o.c.,R-21.0 cavity insulation Comments: [ } 7. Wall 7:Wood Frame, 16"o.c.,R-21.0 cavity insulation 1 Comments: . C ] I S. Wall S:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: f Windows: [ } I L Window 1:Wood Frame:Double.Panne with Low-E,U-factor:0.330 For windows without.labeled U-factors,describe features: 1 #Panes Frame Type Thermal Break?[ ]Yes-[ ].No 1 Comments: [ } 2. Window 2:Wood Frame:Double Pane with Low-E.U factor:0.330 . For windows without labeled U factors,describe features: #Panes . Frame Type Thermal Break.?[ ]Yes[ ]No. i Comments: [ ] 1 3. Window 3:Wood Frame:Double Pane with Law-E,U-factor:0.330 1 For windows without labeled U-factors,.describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ j I 4. . Window 4:Wood Frame.Double Pane with Low-E,U factor:0.330 I For windows without labeled U-factors,.descn`be features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 5• Window 5:Wood Frame:Double Pane with LowE,ti factor:0.330 1 For windows without labeled Ufactors,describe features: #Panes Frame Type 'Thermal Break?[ }Yes[ ]No Comments: [ ] 1 6. Window 6:Wood Frame:Double Pane with Lo*-E,.U factor:0.290 For windows without labeled U-factors,describe features: 1 #Panes Frame Type Thermal Break?[ ]Yes[ ]No 1 Comments: . n. VYr:._a Heating and Cooling Equipment: [ ] I L Boiler,1:Other(Except Gas-Fired Steam),86 A"or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage.must be sealed [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors.. I Materials Identification: [ ] I Materials and equipment must be installed in.accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water'heating I equipment must be provided. [ ] I Insulation R values,glazing U-factors,and heating equipment efficiency must be clearly marked on I the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11. ( ] I Return ducts in unconditioned attics or outside the building must be insulated to R-6. ( ] I Supply ducts in unconditioned spaces must be insulated to R-I 1. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds;gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. ( } I Air filters are required in the return air system. [ ] I The I-IVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. - Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible.fireplace doors.. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions.of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. i Service Water Heating:. [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I . Circulating Hot Water Systems: ( ] I Insulate circulating hot water pipes to the levels in Table 1. . i 1 4- Table'k Minimum.Insulation Thicknessfor Circulating Hot,Water Rpes. ' Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) up to V Up to 1.25" 1.511 to 2.0" Over 2" 170-180 0.5 1:0 ' 1.5 2.0 140-160 0.5 0.5 1.0 15 100-130 0.5 0.5 0.5 1.0 Table 2; Minimum Insulation Thickness for HVAC Pipe& . Fluid Temp. Insulation Thickmess in inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 . 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 . 1:0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 -1.5 1.5 NOTES TO FIELD (Building Department Use Only) R314.3-R317.1 SUILDING.PLANNING not permit the passage of a 4-inch-diameter (102 mm) measured above stair tread nosings;shall be not less than 34 sphere. inches(864mm)and not more than 38 inches(965min).All re- quired handrails shall be continuous the full length ofthe stairs Exceptions: from a point directly above the top riser of a flight to a point di- 1. A nosing is not required where the tread depth is a rectly above the lowest riser ofthe flight.Ends shall be returned minimum of 11 inches(279 mm). or shall terminate in newel posts or safety terminals.Handrails 2. The opening between adjacent treads is not limited adjacent to a wall shall have a space ofnot less than 11/2 inches on stairs with a total rise of 30 inches(762 rnm)or (38 mm)between the wall and the handrail. less. R315.2 Handrail grip size.All required handrails shall be of R314.3 Headroom.The minimum headroom in all parts ofthe one of the following types or provide equivalent graspability stairway shall not be less than 6 feet,8 inches(2032 inm)mea- Type I.Handrails with a circular cross section shall have an out- sured vertically from the sloped plane adjoining the tread side diameter.of at least 11/4 inches.(32 nun)and not greater nosing or from the floor surface of the landing or platform. than 2 inches(51 mm). If the handrail is not circular it shall R314.4 Winders. Winders are permitted, provided that the have a perimeter dimension of at least 4 inches(102 mm)and width of the tread at a point not more than 12 inches(305 mm) not greater than 6 1/4 inches(160 mm)with a maximum cross from the side where the treads are narrower,is not less than section dimension of 21/4'inches(57 mm). 10 inches(254 mm)and the minimum width of any tread is not Type 11. Handrails with a perimeter greater than 61/4 inches less than 6 inches(152 mm).The continuous handrail required (160 mm):shall provide a graspable finger recess area on both by Section R315.1 shall be located on the side where the tread is sides of the profile.The finger recess shall begin within a dis- narrower. tance of 3/4 inch(19 mm)measured vertically from the tallest N R314.5 Spiral stairs.Spiral stairways are permitted for interi- portion of the profile and achieve a depth of at least 5116 inch N or use as a component of the means of egress from a habitable (8 mm)within 7/8 inch below the widest portion of the profile. N room a basement or an attic provided the minimum tread This required depth shall continue for at least 3/8 inch(10 mm) width shall be 26 inches.(660 mm)with each tread having a to a levelthat is not less than 13/4 inches(45 mm)below the tall- y 71/2-inch(190 mm)minimum tread depth at 12 inches(305 est portion of the profile.The minimum width of the handrail mm)from the narrow edge.All treads shall be identical,and the above the recess shall be 11/4 inches(32 mm)to a maximum of rise shall be no more than 91/2 inches(241 mm).A minimum 23/4 inches(70 mm).Edges shall have a minimum radius of N headroom of 6 feet,6 inches{1982 mm)shall be provided.,A 0.01 inch(0.25 mm). N spiral stair is not permitted to be the only means ofeg_ress from a s N story of a building. R314.6 Circular stairways. Circular stairways shall have a SECTION R316 y y GUARDS tread depth at a point not more than 12 inches(305 mm)from the side where the treads are narrower ofnot less than 11 inches R316.1 Guards required.Porches,balconies or raised floor (279 mm)and the minimum depth of any tread shall not be less surfaces located more than 30 inches(762 mm)above the floor than 6 inches(152 mm).Tread depth at any walking line,mea- or 'grade,below shall have guards not less than 36 inches sured a consistent distance from a side ofthe stairway,shall be (914 mm)in height;Open sides ofstairs with a total rise ofmore uniform as specified in Section R314.2. than 30 inches(762 mm)above the floor or grade below shall have guards notless than 34 inches(864.mm)in height mea- R314.7 Illumination.All stairs shall be provided with illumi- sured vertically from the nosing of the treads. nation in accordance with Section R303.4. R316.2 Guard opening limitations.Required guards on open R314.8 Under stair protection. Enclosed accessible space sides of stairways,raised floor areas,balconies and porches under stairs shall have walls,under stair surface an&any soffits shall have intermediate rails or ornamental closures that do protected on the enclosed side with 1/2-inch(12.7 mrn)gypsum not allow passage of a sphere 4 inches(102 min)or more in board: diameter. R314.9 Bulkhead enclosure stairways. Stairways serving Exception: The triangular openings formed by the riser, bulkhead enclosures not part of the required building egress tread and bottom rail of a guard at the open side ofa stairway and providing access from the outside grade level to the base- are permitted to be of such a size that a sphere 6 inches ment shall be exempt from the requirements of Sections R312, (152 mm)cannot pass through. R314 and R315 when the maximum height from the basement finished floor level to grade adjacent to the stairway is covered by a bulkhead enclosure with hinged doors. SECTION R317 SMOKE ALARMS AND AUTOMATIC r" SPRINKLER SYSTEMS rN SECTION R315 R317.1 Single-and multiple-station smoke alarms.Single- HANDRAILS and multiple-station smoke alarms shall be installed in the R315.1 Handrails.Handrails shall be provided on at least one following:locations: side of each stairway with two or more risers.Handrail height, 1. In each sleeping room. 46 RESIDENTIAL.CODE OF NEW YORK STATE BUILDING PLANNING R3062-FIGURE Rat-1.2 R306.2 Kitchen.Fach dwelling unit shall be provided with a SECTION R307 kitchen.are#and every kitchen area shall be provided with a TOILET,BATH AND SHOWER SPACES sink. R306.3:Sewage disposal.All plumbing future shall be can- R307.15pace required.Fixtures shall be spaced as per Figure. neck to a sanitary sewer or to au approved private scWag a dis- R307.2. Posal VAM 12307 2 Bathtub and shower spaces.Dathtab and sLowez- R306.4 Water supply to fixturm AllPlumbing futures shall Fools and walls above bathhibs whir instaIled shower heads be connectedtoangTrovedwatersMAy Kitchensinksykvaa- andinshoweic rt wnbshallbefid*edwithanonabsor- tones,lladtabs,showers,bidets,laundry tabs and washing bentsuxfitce.Suchwattsudavesshallexeudtoaheightofnot machine outlets shall be provided with hot and cold water. Iess than 6 feet(1829 mm)above the$ooL �-4 WALL WALL wAu WAIL WALL . �41N. N--4IiV. 2IN-�� TUB O 30IN. WC 30 IN. 21 IN. MIN.- CLFARANCE LAVATORIES 24 IN.CLEARANCE IN FRONT OF OPENING SHOWER WA1Ht CLOSET OR BIDET WALL •151N.� - WALL 15 tN 21 IN. 2111 t. CLEARANCE ( WALL • TtO.# V WATER CLOSETS WA1 . ForSL-1 inch=25.4mmw - FIGURER307.2 MINIMUM FIXTURE CLEARANCES 4.62 A17 � ,, RECEIVED / 42 h,�o 1.85 --� O C)i=C.U�:FNSBURY ACC 37 ! IW AND CODE 2 70 14.50 A 1.04 Zo° 10,29 A n40 A(C) 33 3,62 A(C)- Zoo 36 . 27 5,00 A � 2,00 A PP+ ,� EXEMPT BAY REM 5700A 430cs � PRESBYTERIAN 19 35,00 8,13 CK 304,99 3�, OA$1 �� �� 28 3 28 Ict 3,06 ACC) '99� 4 �w 18.85 AI 31 fgIr 29 V9 3 48,73 -A(C) .16 . � 18,i 2,53 'A 2 6,64 A(C) > V £ it 3® 1§#xat:A 14 3.01 A ,99 A 9 a •/�yy� � wi' �u ST} �v5 ,;k >'�•�,�',*.h��{ Ce.. � �'�> ��a�'���-i�"���t��.�+;d���rfiaiy'�f�,"t . •r ���'�r��`�i s^�s.,,�,. 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