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2003-062 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030062 Date Issued: Thursday, August 14, 2003 This is to certify that work requested to be done as shown by Permit Number P20030062' has been completed. Tax Map Number: 523400-296-008-0001-017-002-0000 Location: 27 WAVERLY PI Owner: MICHAELS GROUP LLC THE Applicant: MICHAELS GROUP LLC THE This structure may be occupied as a: By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Townhouse r: j Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030062 Application Number: A20030062 Tax Map No: 523400-296-008-0001-017-002-0000 Permission is hereby granted to: MTCHAF,T,S GROTJP T,T,C THF, For property located at: 27 WAVERLY PI 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: MICHAELS GROUP LLC THE 10 BLACKSMITH Dr Garage-2 Cars Attached Townhouse 182,900.00 MALTA,NY 12020-0000 Total Value 182,900.00 Contractor or Builder's Name/Address Electrical Inspection Agency MTCHAF,LS GROUP ST JTTF, 1 10 BT,ACKSMTTH Dr MALTA.NY 12020 Plans&Specifications 2003-062 LOT 17 HSE#27 WAVERLY PLACE 1932 SQ FT TOWNHOUSE WITH 2-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $318.78 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,March 18,2004 (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 Town of Qu nsbury; Iruesday,March 18,2003 SIGNED B �/ for the Town of Queensbury. Director of Buil g& de Enforcement Building Permit Application Town of Qucensbury—Dept of Conurtunity Development, 742 Bay Road, Queensbury, NY (518) 761-8256 A permit must be obtained before beginning construction. Permit File No j )(0 No inspcclion will be made until applicant has received a Fee Paid valid building permit. All applicants' spaces on this Rec. I"ce Paid $ application must be completed and must appear on the Reviewed Fly.. application form. Applicant:TIAF- Owner: Address: I© Address: Ae-A N N. \Zli-Zz�) Phone# (5e)MLI Phone# "'AR p Property Location: Lot Number: / House Number Subdivision Name: Y�[z�x•�y ��2�. • Tax Map Number: XNew Building: residence /commercial Estimated Market Value of Construction: $ Z 9Q ❑ Addition: residence/ conunercial If an Addition, what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence/coni'l ❑ Other work(describe ) Check Occupancylnformation I" Floor 2` Floor Other floor Tolal Below sq. It. sq. ft. sal• ft, Square Feet ❑ Single family dwelling ❑ Two family dwelling 9. Townliouse 1 3n� 1�32 ❑ Multifamily dwelling #of units o Office ❑ Mercantile ❑ Manufacturing ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage ❑ 1 car attached garage 3K 2 car attached garage 3 ❑ 3 car attached garage ❑ Storage building- commercial _ ❑ Storage building- residential ❑ Other Will any second-hand or ungraded lumber be used? If so, for what? , Type of Heating System: electric/ oil / gas wood /forced hot air/ baseboard/other: Number of Fireplaces to be installed Number of)f'oodstoves to be installed JAX List below the lxerson(s) responsible for supervision of work as regards to-building-codes: Name Address Phone Number Plumber ccc -1-)I, � -zee Mason 4ZI Elcetrlclan Declaration: please sign below after you have carefully read the slatenicnL• To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance and all outer laws pertaining to the proposed work shall be complied with, wlicthcr specified or noted, and that.sucli work is aLithorized b),the owner. Further, it is understood that 1/wc shall submit, prior to a Certificate of Occupancy or Certificate of Crnni liance being issued,as requested by the Zoning Administrator or Director of Building and Codes, an its Built Survey,Ilya licensed surveyor; drawn to scale,showing actual location of all new construction. Signature: — owner,owner's agent,architect,contractor -am Town of Queensbury 742 Bay Road, Queensbury, NY 12804 Building & Code Enforcement Building Permit# Z77 vJ AJ L Phone:(518)761-8256 Date: \�i "Q•j Fax: (518)745-4437 Email: codes@queensbury.net Dear '�t tA q Your building permit application has been reviewed and found to be deficient in the following areas: c_ DIPS U), C " tK� t - F These details need to be added to or noted on both sets of plans. Please feel free to contact this office with any questions regarding this matter. Since `—' B D G& ES CE L:1SueHer ingway%uilding.PermiLFORMS\deficient building p Jan 2001doc Residential Plan Review: One&Two Family Dwellings Check Y/N/N/A (2)Full sets of plans Over 1,500 sq. ft.—stamped Design loads on plans: 90 wind Floor Loads 40 psf 70 ground snow load Sleeping areas and Attics 30 psf Calculations: Window Schedule with glass size Door Schedule/Main Entrance 36"Door Emergency escape for 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 Residential Check paperwork compliance and inspectors checklist: OK Vertical Rebar as required by code Dampproofing Wate ro rials on plani _ L. Foundation Drainage on plans, if required _ 6"Drop in 10' Exterior Grade Framing cross section for each roof line,Vertical Fire Stopping every 10' where required Ice and Snow shield 24"inside exterior wall 00 Platforms at exterior doors Stairway headroom 6 ft. 8 in. all stairs 36"Width Stair run and rise Winder run and rise Spiral not allowed from 2° story Smoke detectors battery backup and proper location ocme_ilo Bathroom Fixtures proper clearance Hall width, 36"min. Handrails more than one riser on open sides Railing and Guards>30"/Basement Stairs included/Closed Risers more than 4"in height Safety Glazing Notes for required areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30" Crawl Spaces 18"x 24"Access Carbon Monoxide Detector lowes lee leve I ODD T Soil Test Results, if required Septic to well or water line separation All paperwork signed - Project Name: I V' 611 S BP# j'6 Address: -1X1:J 4k; -7LL-'e'l R—,--i 1 Building Permit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of Queensbury Building 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 ... ... ... ... ... ... ... ... ... ... ... ... . �❑ no ❑n/a 2. Energy Form or CheckMate Energy Code Compliance Forms Complete.. 2<11no [:]n/a (2 copies) 3. Energy Code Inspector's Report from CheckMate Program... ... ... ... ... .. U1 s ❑no ❑n/a (2 copies) 4. Septic application completely filled out(if applicabl ... ... ... . . . ... ... .. ❑ yes ❑no ea 5. Solid Fuel Burning or Gas Appliance Form... ... ... ... ... ... ... ... ... ... ... ... .Oyes no 6. Electrical Inspection Form... ... ... ...... ... ... ... ... ... ... ... ... ... ... ... ... ... .. s On ❑n/a 7. Two(2) complete sets of structural drawings... .. ... ... ... ... ... ... ... ... ... ... . s ❑no ❑n/a a) floor plan;b)foundation plan,c) cross sections:d) elevations; e) window and door schedule 8. Two (2) site plans showing location of the structure to be built,... ... ... ... yes Ono ❑n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure... ... ... ... ... ... ... ... ... ... .. Oyes Ono 10. Setbacks to neighboring wells and septic systems,including onsite well... . Oyes Ono and septic systems (if applicable) y 11. DrivewayPermit... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... yes ❑no [-]n/a Date: o J Staff Initial: L:\SueIieniiag-way\BuMing.Permit.FOM\Genericaeckit.doc January28,2003 Residential Final Inspection Office No. (518)761-8256 Date Inspection request received: p, Queensbury Building&Code Enforcement Arrive: am/p n �epart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: @� NAME: PERMIT#: ® 'G(' LOCATION: 1-7 b--)ftya L eZ DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in. or more 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 Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 8 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 o eratin Low water shut-off boiler Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. 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: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4 hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area C,ra Spaces 18"x 24"acc.qss, 1 s .ft.-150 s . ft.vents uildin No./Addre visi om r Final Electrical . 5ite Plan /VariaiTcj re u' ed f m7-a-I—Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification,if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/0(Cert.Of Occupancy) Okay to issue Permanent C/O(Cert. Of Occu anc ) L:1SueHetningway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 4 ( �i s i I i MAGNETIC N? y 3�E 69 62' Q J Z I 1 N � 3 I r 17 Go : 18 I 9 o \ J .01 L 25•0 522� PA CE t i D s j • ��s �:gib,, , Datei JUCY, 2503 a. 1NARMM pmaea ae A00M to R IWIV Scale 1'=30' ., aw Mao uwa MM11EYM MUL N A _ Map made for & WV Vora STAN eairwwna wee• •aWr W"MW AE awawK W 1nM am" S i e v e s W&*w7w c mom Qr RE LAID MIMIKMd!! S-- i �" ` • -THE. MICHAELS GROUP eMUREY a rRFAAlEO N AWaM=W % TIC F. EfaS11w0 OOaC Of rnAfClRt fdl IND fIM1YlYOIL7 IiDa►m VAX Surveyors, LLC Mr TE woM�aiVAX NMocb►mw ar rnofEsraww ,oF, UM MURVEYm am cerwM im MU.aN nar W W W"fan%MM W Mdl1ET a NW&V%" a wa eMwKF no�c aa.c aMrwn,aoroMME�rK 189 Haviland Road Queenab or WM M NO Town of Queensbury, Warren County, New York ury, New York 12804 . Michaels (518) 792-8474 New York Lic. No. 50135 NO. DATE DESCRIP77ON DING. No. 99312-17 Residential Final Inspection Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&,Code Enforcement Arrive: am/ m Part: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: - 0• o rb X, LOCATION: DATE: TYPE OF STRUCTURE: Comments Y N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof VJ i Roof Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete t' Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above rade 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 Low water shut-off boiler Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. 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: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft sto2ping finished basement 1,000 sf Emer ency egress below grade Basement stairs closed rise>4 inches 3/4 hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s , ft.-150 s . ft.vents Building No./Address visible from road Final Electrical . Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker V11, Flood Plain Certification,if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/O(Cert. Of Occu' anc ) Okay to issue Permanent C/O(Cert. Of Occu ancy) L:\SueHenungway\Building.Codes.Inspectioii.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pj ar . am/pm 742 Bay Road, Queensbuly,NY 12804 Inspector's Initials: _ NAME: VVl(G 5 6W, PERMIT#: LOCATION: _ Z7 INSPECT ON: 3 TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes ater Supply Piping Copper Commercial Copper, CPVC,Pex One&Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation / If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly / COMMENTS: L:\SucHemingwaylBuilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 V Report Rough Plumbing /Insulation Inspection Re p Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pl;n,r part: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: i NAME: \ I� 5��� . _� ( PERMIT#: 0 J LOCATION: I v INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents ast Iron, Copper Drain/Vent/Comm. _ 1 I P,ltzrnbillg Dent/_Dents in Place Rough Plumbing/Nail Plates i I MWFSdo WFSupply Test Drain and Vents 5 PSI or 10 ft. above highest VA Connec `on for 15 minutes WXSly Piping ommercial CPVC,Pex One&Two Family 9sulat'un/Residential Check/Commercial Check 5`�} FF— 6 W,,— Proper Vent,Attic Vent V rr N G>U Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace �t,(,ZAA =� l Duct Work Sealed Properly FTV ENTS: i L:\Suel4emingsvay\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request receiv Queensbury Building&Code Enforcement Arrive: e a ep a p 742 Bay Road, Queensbury,NY 12804 Inspector's Initial . i NAME: i PERMIT#: C3�w lL/ LOCATION: ca INSPECT ON: TYPE OF STRUCTURE: Y N N/A ..COMMENTS raming Jack Studs/Headers Bracing/Bridging Joist hangers V Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or-less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire w ll 2, 33 4 hour restopping 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 LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 l ' Rough Plumbing/Insulation n p ep 1 Office No. (518) 761-8256 Date Inspection requ ceived: Queensbury Building&Code Enforcement Arrive: a pm D a : `. am/pm 742 Bay Road, Queensbuly,NY 12804 In Init' is NAME: PERMIT 4: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Pl ' g Vent/Vents in Place ugh Plumbing/Nail Plates Head or Air Supply Test ,` \ Drain and Vents � :43� 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\,SueHemingwayTuilding.Codes.Inspection,FORMS\Rough Plumbing Insulation Report.doe January 28,2003 Foundation Inspection Report Office No. (51-8)761-8256 Date Inspection request received: ( � D Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: Yn c4i �e, Gro PERMIT#: LOCATION: C-e-- INSPECT ON: 4 TYPE OF STRUCTURE: Comments Y 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 Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\i3uilding.Codes.Inspection.FORMSToundation Inspection Report.doe January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: �v 3 Queensbury Building&Code Enforcement Arrive: am/ ;�Zp;�rt: a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: L906 Z LOCATION: L INSPECT ON: TYPE OF STRUCTURE: r 7 - 1 Y N N/A 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 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 e and snow hield 24 inches from wall 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 Lie Hemingway\Building.Codes.Inspecti on.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: r Queensbury Building& Code Enforcement Arrive: am/ m Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: t Y N N/A Framing COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls 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 Bolts 6 ft. or less on center e and snow shield 24 inches from wall1' � Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc Januaiy 28,2003 V all 3 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requereceived: Queensbury Building&Code Enforcement Arrive: am/p 9 art: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: L)p PERMIT#: (03-- y lV o, LOCATION: (' INSPECT ON: �7 TYPE OF STRUCTURE: 1�10)0— 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 s Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump ,f Footing Drain Stone: 12 inch width ,6,' ches 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. LASueHemingway\Building,Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 iP Foundation Inspection Report 1 Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p 6part:( am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: ��-DjG-SrQk) PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: t 7 Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is respo/sible 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 r Foundation Dampproofing Foundation/Waterproofing Type o mpproofing/Waterproofing , n f�ri oting 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:\SueHemingway\Building.Codes,lnspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection.requ ece ed: Queensbury Building&Code Enforcement Arrive: a pm epart: W.,5a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials% NAME: \. ,. ERMIT#: ^O LOCATION! INSPECT ON: — TYPE OF STRUC v Comments Y N N/A Footings Piers ji 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/Walipour Reinforcement in Place 0 Foundation Dampproofing V Foundation ate roofingx Oki \ Type of Dampproofing Waterproofin / �� �'' Footing Drain Daylight or Sump �12 LY Footing Drain Stone: q � V 12 inch width 6 inc'hes above footing 6 Il poly for wet areas under slab Ill 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.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (51-8) 761-8256 Date Inspection requ cc' �% 3 Queensbury Building&Code Enforcement Arrive: a pm Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: S C� P IT#: �-- LOCATION: IJA INSPECT ON: 3 .3 0 TYPE OF STRUCTURE: Comments Y N NT/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. Mate� this urpose on site. oundation/Wallp—our7:3, Reinforcement in Place �' , oV. Foundation Dampproofmg 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 Bacldill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 �"`" 1 Foundation Inspection Report Office No. (51S) 761-8256 Date Inspection re e ed- Queensbury Building&Code Enforcement Arrive: pm Depart: = , a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Init NAME: PERMIT#: -n� -n�a' LOCATION: l r 10,CV INSPECT ON: -- TYPE OF STRUCTURE: n Comments Y N N/A otings 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 a 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 Bacicfill 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.FORMS\Foundation Inspection Report.doc January 28,2003 Residential Final Inspection Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: 01 NAME: Gi � �/'� PERMIT LOCATION: 2 *a&2vL l L— DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in.or more 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 Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 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 -Low water shut-off boiler Relief Valve(s) installed Interior privacy/trim/doors/main entrance 36 in. 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: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4 hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces IT'x 24"access, 1 s , ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/O(Cert.Of Occupancy) Okay to issue Pernianent C/O(Cert. Of Occupancy) L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 1 March 14, 2003 MAR 1 8 2003 Dave Hatin TO'V,.&v ()F `UEENSBURY Office of Building and Code Enforcement L J P�I�iJ VO®G 742 Bay Rd. Queensbury, NY 12804 Re: 27 Waverly Place Per soil conditions at the above address, (1) #6 rebar will be required vertically @ 4'0"o.c. in the foundation wall. Sincerely, D eith upert C Engineering a w c� • 0 a. Permit er MECcheck Compliance Report hecked By at Proposed New York State Energy Conservation ConsFE\Rosemary.cck ion Code MECcheck Software Version 3.3 Release lb Data filename: C:\Program Files\Check\MECcheck\Standards\WAVERLY PLA TITLE:Harrison Residence COUNTY:Warren STATE:New York FIECOVED HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric ���R DATE: 02/24/03 Q G 2003 DATE OF PLANS:February 24,2003 TOWN OF QUEENSBURY E U1LQ11 G AN CODE PROJECT INFORMATION: —- Rosemary @ 27 waverly Place . Waverly Place Queensbury,NY 12804 COMPANY INFORMATION: The Michaels Grop 10 Blacksmith Dr. Malta,NY 12020 COMPLIANCE:Passes Maximum UA=462 Your Home=405 12.3%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Raised or Energy Truss 1604 30.0 0.0 51 1st fl walls:Wood Frame, 16"o.c. 1617 19.0 0.0 84 Breakfst Door-#7:Glass 40 0.660 26 lx Brkfst-A:Vinyl Frame,Double Pane with Low-E 34 0.380 13 lx Master Bed-A:Vinyl Frame,Double Pane with Low-E 34 0.380 13 lx opt.Master Bed-D:Vinyl Frame,Double Pane with Low-E 14 0.380 5 lx Study-P:Vinyl Frame,Double Pane with Low-E 17 0.380 6 Garage door-#20: Solid 19 0.230 4 Entry door-#lB: Solid 37 0.320 12 lx Dining-L:Vinyl Frame,Double Pane with Low-E 30 0.380 11 2nd fl.walls:Wood Frame, 16"o.c. 1114 19.0 0.0 63 lx Foyer-U:Vinyl Frame,Double Pane with Low-E 14 0.380 5 Ix Bath-Z:Vinyl Frame,Double Pane with Low-E 4 0.380 2 Ix Bonus-P:Vinyl Frame,Double Pane with Low-E 17 0.380 6 lx Bed#3-AR:Vinyl Frame,Double Pane with Low-E 32 0.380 12 Floor over garage: All-Wood Joist/Truss,Over Unconditioned Space 105 19.0 0.0 5 Basement Wall 1: Solid Concrete or Masonry,7.6'ht/6.6'bg/6.0'insul 1294 0.0 11.0 84 3x Basement windows:Wood Frame,Double Pane with Low-E 5 0.560 3 Furnace 1:Forced Hot Air, 80 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the Proposed New York ta Energy Conservation Construction Code requirements. Builder/Designer �i.yi e.. Date ? /.3 i MECcheck Inspection Checklist Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lb DATE: 02/24/03 TITLE:Harrison Residence Bldg. Dept. Use Ceilings: [ ] i 1. Ceiling 1:Raised or Energy Truss,R-30.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: [ ] i 1. 1st fl walls:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] i 2. 2nd fl.walls:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] i 1. Basement Wall 1: Solid Concrete or Masonry,7.6'ht/6.6'bg/6.0'insul, R-11.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: [ ] 1. lx Brkfst-A:Vinyl Frame,Double Pane with Low-E,U-factor: 0.380 For windows without labeled U-factors,describe features: #Panes . Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. lx Master Bed-A:Vinyl Frame,Double Pane with Low-E,U-factor:0.380 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 3. lx opt.Master Bed-D:Vinyl Frame,Double Pane with Low-E,U-factor: 0.380 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 4. lx Study-P:Vinyl Frame,Double Pane with Low-E,U-factor: 0.380 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No. Comments: [ ] 5. lx Dining-L:Vinyl Frame,Double Pane with Low-E,U-factor:0.380 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 6. lx Foyer-U:Vinyl Frame,Double Pane with Low-E,U-factor: 0.380 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] i 7. lx Bath-Z:Vinyl Frame,Double Pane with Low-E,U-factor: 0.380 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 8. lx Bonus-P:Vinyl Frame,Double Pane with Low-E,U-factor: 0.380 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 9. lx Bed O-AR:Vinyl Frame,Double Pane with Low-E,U-factor: 0.380 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] i 10. 3x Basement windows:Wood Frame,Double Pane with Low-E,U-factor: 0.560 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No . Comments: Doors: [ ] 1. Breakfst Door-#7:Glass,U-factor: 0.660 #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Garage door-#20:Solid,U-factor: 0.230 Comments: [ ] 3. Entry door-91B: Solid,U-factor: 0.320 Comments: Floors: [ ] 1. Floor over garage:All-Wood Joist/Truss,Over Unconditioned Space, R-19.0 cavity insulation Comments: [ ] i Heating and Cooling Equipment: 1. Furnace 1:Forced Hot Air, 80 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be Type IC rated and installed with no penetrations,or Type IC or non-IC rated installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials and 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] 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 operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction 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. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a..cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the levels in Table 2. - e •1 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) up to 1" Up to 1.25" 1.5"to 2.0" . Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine 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)