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2005-394 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: P20050394 Date Issued: Wednesday, August 31, 2005 This is to certify that work requested to be done as shown by Permit Number P20050394 has been completed. Tax Map Number: 523400-301-019-0001-028-004-0000 Location: 29 EVANNA Dr Owner: CERRONE BUILDERS INC Applicant: CERRONE BUILDERS INC This structure may be occupied as a: Garage - 2 Cars Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the /f property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. Permit No. Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid M24 , D, 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@aueensburv.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder Owner: Address: Address: Home Phone: ZrJ Home Phone: Email Address: Email Address: Cell Phone: ✓ Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: Az Zl A� Address: Phone y� Location of proposed construction: Lot No. Legal Address: � � �.�r LiTax Map Number: 301. —1 0 Subdivision Name: /ler ;E!' r Estimated Cost of Construction: $ &f>� y Proposed construction is for: Residential Use _Commercial Use RECEIVED Name of Business: 62z?0,f, /5",��l��J L JuN 0 3 2005 If proposed construction is an addition,what will use of new addition be? New Addition Alteration Proposed Construction V Floor 2^d floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.ff. Sq.Ft. Square feet Height Ft.&.in. Single-Famity Dwellin Two-Famity Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1 3 Type of Heating System: Electric, Oil,oWood, Forced Hot Air, Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. _Yes /No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after Issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the 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 Codes, 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 As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all n onstr Lion. Date: 3 �`�� Applicant/Builder Signature: The application of date is hereby approved and permission granted for the o struction, reconstruction or alterati n of a I ildin or accessory structure as set forth above. Date: J Authorized Signature: L:\Sue Hemingway\Buildin .Per it.FORMS\Principal Structure Permit Application.doc v:12/14/04 Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: ! ..................._..........._..........................._............_..�..�....�__.......................,. I / r Location of installation:LD� ( ,G�js/r,/,G� ,�. , I Office Use File Permit No.rOU 3 c1 Tax Map No. / / Fie Paid Owner's Name: ' ...........................-............-............................... Address: 2. INSTALLER'S NAME : PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#,bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation Total(Daily Flow 1980 or older x 150 gal/bdrm 1980—1991 _ x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = r E Garbage Grinder Installed yes_ / no Spa or Hot Tub Installed yes_ / no TOWN OF QUEENSBURY 4: PARCEL INFORMATION: (circle applicable information&indicate measure t IG AND CODE I To-oogral3hv Soil Nature Ground Water Bedrock or Im ervi s Mat�rial )Aat 'IDRIY san at what depth at what depth municipal olling oam feet feet w Steep slope clay I if well;water sup y _%slope other i from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal syste"must be designed by a lic�nsed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the.size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: gallon(min. size 1,000 gal) Tile Field: each trench Total System Length: i See a e Pit : number of sueo each: p g (s) f .>3, by ft. i Size gf Stone to be used: # / depth or thickness feet! Bed System Size: x Alternative System: length and/or, size I 6. HOLDING TANK SYSTEM: (if required) Number of tanks: 1 Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 ofthe Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of th Town of Queensbury Sanitary Sewage Disposal Ordm�nce. I ignature of responsible person 'bate 'flit) Wil Of (Illeellsbu, y 5c; vrl•:c :ultl Sewilnc Disvosal (:llaviet• I"IIr,I,,I.) sli"F A1tA,'i' ON ItliXIM ll,Irhl I�6MIS POND �- •> %tr c�St•tt .. ttis u•.�.c e r i l ,� 5c rat 1c, .4o , � 1�(y?t7RPllq 1 fit 10.1Jb • - i SIGNATURE &INFO>LMA1Z0�t FOB k Yv�� sL r.�w•,,��,,.,�.........:; �._•;;, I i Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A r Q 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: indow Schedule With Glass Size 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 esidential Check Paperwork Compliance and Inspectors Checklist: OK ampproofing/Waterproofing Materials On Plans oundation Drainage On Plans,if required Drop in 10'Exterior Grade naming Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where wired ce and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls latforms At Exterior Doors /vIstairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise i / Winder Run and Rise !� piral Not Allowed From 2nd Story Smoke Detectors Battery Backup and Proper Location throom Fixtures Proper Clearance H ll Width, 36"min. ndrails More Than One Riser On Open Sides I ailing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. afety Glazing Notes For Required Areas Garage Fire Separation arage Floor Sloped Attic Access Roof over 30"—22"x 30"/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 " Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256U j Arrive: am/pul Depart: alter Date Inspection request received: Inspector's Initials: NAME: cl �6/L12�_ PERMIT#: 319 LOCATION: DATE: j )S TYPE OF STRUCTURE: Comments -- Y 1,,N_ N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake r 3 inch Plumb Vent through roof minimum 6" Roof Co lete/Exterior Finish Cam lete ` F 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 Enclosed Stairs Sheetrock Underside minimum %2" 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Windo to stairwells safety laz Interior Smoke Det ors: Every level: V E ry Be oom: _ Outside every bedroom ea: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window M 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/'/.hour fire door/door closer Duct work Seated properly Gas Logs in Seated or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 sq. ft. vents Building No./Addr ss isible f om road Final Electrical 56 2—Z— Site Plan /Variance re Itired Final Survey Plot Plan V As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required v Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received. V NAME: 1 LOCATION: PERMIT#: ` s —s-�)q q Final Survey Plot Plan A roved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the surve h een: /A :::2 Cr g oning Administrator Notes: L:\SueHen-dagway\Building.Codes.hispection.FORMS\FinaI Survey Zoning Administrator.doc MAP REFERENCE: MAP OF A SUBDIVISION MADE FOR MICHAEL DICKINSON DATED: JANUARY 15, 2003 BY: DAVID J. BOLSTER QUEENSBURY FOREST PHASE III LOT 15 LOT 14 LOT 13 w S84013, "E cy 238.55' 4 0 0 LOT #6 27,089.06 sq.ft. c01 LOT #7 0.62 acres ao m �?�r 2 STORY S2, g8, WOOD FRAMED I ia.as HOUSE o GN djA 63 0 LOT #5 Q-065-39 IV, ,�>zwC Dates AUGUST 1 005 'UNAUTHORIZED ALTERATION OR AUDITION TO A SURVEY S c a t e 1'=30' �.�- u S MAP SEARING A Lr�LAND SURVEYORS SEAL IS A Map of a Survey made for VIOLATION OF SECTION 7209.SUB-OIVISION 2 OF THE NEW YOM STATE EDUCATION LAW S t e v e s Y COPIES FROM THE OF THEI.OF THIS SURVEY MARKED NTH AN ORIGINAL OF THE LAID SURVEYORS SEAL SHALT.eE CONSIDERED TO BE VALID TRUE COPES.• ,��DPAREDH�ONSIGNHCE�AT NATHAN A. &; HEATHER E . WALTERS Tl.s aravEY wAs PREPARE)w ACCORDANCE wTN THE Land Surveyors °°�°CODE O PRACTICE FOR`" �'� THE 1 NEW PORK STATE ASSOCU OF PROFESSIONAL PROFESSIONALLAND SURVEYORS.SAID OERTFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND SHEET'OF 1 ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL 169 liaviland Road Queensbu New York 12804 AGENCY AND LENDING WSTITIATION LISTED HEREON AND Town of Queensbury, Warren County, New York ry, TO THE ASSIGNEES OF THE LENDING INSTITUTION.• 1 8-30-05 1 CRUSHED STONE DRIVE WALTERS (618) 792-8474 New York Lie. No. 50135 NO. I DATE DESCRIPTION DWG. NO. 03283-6 Septic Inspection Report Office No.(518)761-8256 Date InspectiIrees rec d:Queensbury Building&Code Enforcement Arrive: epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's InNAME: (,, � �to�� IT NO.: ZOO '' LOCATION: L;, -0(��=ti� ,'��, INSPECT ON: S RECHECK: Comments and/or diagram Soil Type: a Type of Wate : unici Water Waterlines istance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size -Type Building to tank Tank to Distribu ' Box Distribution Bo to tield/Pit Opening Seale : Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption fV Separation of Pits Confo r Plot Pl Y ineer Re o Y Location of System=nro�perty-�� Front Rear Left Side Right Side Middle Fr t Middle System Use Status: pproved Partial Approved and needs to be re-inspected,please call the Building& Codes Office Disapproved Last revised 1/6/05 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: f Queensbury Building& Code Enforcement Arrive: am/ Depart: - m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials r° 1 r w NAME: PERMIT#03 LOCATION: / INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMM 1 T 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 Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fir wall 2, 3, 4 hour 7 � A irestopping it)2. Q )m CA, V Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 518 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date Inspection request received: / Queensbury Building & Code Enforcement Arrive: am/pfre ap art: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: C PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air OeadL 5 .S.I for 15 minutes sulation Residential Check Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If re uired unheated spaces Comb n Air Supply for Furnace t work sealedproperly / No duct tape �� COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ m Depart: 1 a /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: � q LOCATION: CV <OP k- 4D(Z INSPECT ON: Zl, TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes ssure Test ter Supply Piping Ai / Head P.S.I for 15 minutes 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: LAPam Whiting\Building&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received. Queensbury Building& Code Enforcement Arrive: a epart: m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial f NAME: C y r PERMIT#: 0 S 3 cc/' LOCATION: (mac.)j l-V A 1v/Vfl INSPECT ON: Z TYPE OF STRUCTURE: (L� raming Y N N/A CO MENTS 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 %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 Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour �1 Firestopping F 1 �U✓�J ,PR Ar ( -�O S Penetration sealed 16 inch insulation in cavity min. _ Garage Fire Separations L wl V � 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.FOPMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ D part: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. 1 NAME: Cp-e-rC II PERMIT #: LOCATION: INSPECT ON: 7 V 2 S TYP OF STRUCTURE: Y N N/A a Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Linent 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping /�,� le*AP� Air/ Head V 50 P.S.I for 15 minutes 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: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received Queensbury Building&Code Enforcement Arrive: _ a Depart: �am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials 1 NAME: PERMIT#: r LOCATION: INSPECT ON: TYPE OF STRU Uff. Ste,D Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Ancho Bolts 6 ft. or less on center and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report —� Office No. (518) 761-8256 Date Inspection requeq received: Queensbury Building& Code Enforcement Arrive: am/ e pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �me' PERMIT#: JT q LOCATION: oO=t (" _UcX INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w 6 gauge(8) 16D nails each side Dra topping 1,000 sq. ft. floor trusses chor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall L Gr...% Fire separation 1, 2, 3 hour � � � F' e all 2, 3, 4 hour / estopping 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 Ceilingl'wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\BuiIding.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 29,2003 U Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building &Code Enforcement Arrive: am/pm Depart:(EMAM 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 3 q �- NAME; ��' '� _ �' S PERMIT#: <::>/,y 0 = I/ LOCATION: , INSPECT ON: C o — TYPE OF STRLJ U 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 1 poly for wet areas under slab _ ckfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\SueHemingway'auilding.Codes.InspectionTORMSWoundation Inspection Report.doc Januajy 28,2003 Foundation Inspection ReportS�a Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials:W=-- NAME: C�r c n_ PERMIT#: ()OS 3 J t LOCATION: L Ca fi & QL9 ►`y 47NA14 1:>C INSPECT ON:---�P � TYPE OF STRUCTURE: Comments Y N N/A ootings Piers Monolithic Slab Reinforcement in Place i' The contractor is respo'"zsible fob 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 �T 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- _ _ 'r Rough Grade 6 inch drop within 10 ft. h:\SueHemingway\Buil ding.Codes,InspectionTORNIswoundation Inspection Report.doc January 28,2003 Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC RES checkSoftware Version 3.6 Release I Data filename:Untitled.rck PROJECT TITLE:CERRONE BUILDERS, INC. CITY:Glens Falls STATE:New York RECEIVED HDD: 7635 CONSTRUCTION TYPE: Single Family WINDOW/WALL RATIO:0.09 juN 'LO�0 DATE:06/02/05 TOWN OF QUEENSBURY DATE OF PLANS: 5131105 BUILDING AND CODE PROJECT DESCRIPTION: 1543-G COMPLIANCE:Passes Maximum UA=341 Your Home UA=252 26.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter $Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 768 30.0 0.0 27 Wall 1:Wood Frame, 16"o.c. 1962 19.0 0.0 104 Window 1:Vinyl Frame:Double Pane with Low-E 135 0.350 47 Door 1: Glass 40 0.350 14 Door 2: Solid 58 0.100 6 Basement Wall 1: Solid Concrete or Masonry 854 11.0 0.0 54 Wall height: 7.6' Depth below grade:6.8' Insulation depth: 7.6' Furnace 1:Forced Hot Air,90 AFUE Air Conditioner 1:Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in RES checkVersion 3.6 Release 1 (formerly MECcheci� and to comply with the mandatory requirements listed in the RES checklnspection Checklist. --BftilderFDesigner Date 6—2—(2s r REScheck Inspection Checklist 2000 IECC REScheckSoftware Version 3.6 Release I DATE:06/02/05 PROJECT TITLE: CERRONE BUILDERS, INC. Bldg. Dept. Use Ceilings: [ ] ( 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry,7.6'ht/6.8'bg/7.6'insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1:Glass,U-factor:0.350 Comments: [ ] 2. Door 2: Solid,U-factor:0.100 Comments: Heating and Cooling Equipment: [ ) 1. Furnace 1:Forced Hot Air,90 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 10 SEER 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. L ) 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. Vapor Retarder: r - [ ) 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: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. Duct Construction: [ ] ( All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the f water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table l. 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/offheater 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 OF or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Run-outs CirculatingMains and Runouts Temperature(F) Un to 1„ Up to 1.25" 1.5"to 2.0" Over " 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 Dy LliRe Sizes Piping S stem Types RangeJ 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) "I have seen or observed, or believe I saw evidence of, all objects such as houses, wells, trees, fences, etc., hown on this document I also represent that I have erson meas ed the.distances set forth on the diagram " 3 0 SIGNATURE DATE aoa5-3 �( RECEIVED 3 Zt105 , JUN 0 3 2005 TOWN OF QUEENSBURY BUILDING AND CODE 55 v o Q 1 G�� /v . NACE ENGINEERING � 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-8511 TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT RECEAVi st 26, 2005 AUG ' ,y ;O#b#46173 New York State Dept. of Health ACO 77 Mohican Street B&e ZONING PLANNII GG - Glens Falls, NY 12801 F EXEC.DIR RE: Juniper Hill Subdivision - Queensbury(T) 29 Evanna Drive (Lot#6) Septic System Dear Sir/Ma'am: This letter is to inform you that I inspected the completed septic system for the house at 29 Evanna Drive(Lot#6) in the Juniper Hill Subdivision on August 23, 2005. The septic system as installed was for a three bedroom house and consisted of a 1,000 gallon septic tank and 165 lineal feet of absorption trench constructed with stone and perforated pipe. The system conforms to the requirements of the approved subdivision design drawings. Please call me if you have any questions or concerns. SirKerely, Thomas W. Nace, P.E. cc: Dave Hatin,Town of Queensbury Al Cerrone