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2005-728 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: P20050728 Date Issued: Friday, December 09, 2005 This is to certify that work requested to be done as shown by Permit Number P20050728 has been completed. Tax Map Number: 523400-309-015-0001-065-000-0000 Location: 57 RICHARDSON St Owner: LARRY CLUTE Applicant: CLUTE ENTERPRISES 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 )jW 4t 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. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050728 Application Number: A20050728 Tax Map No: 523400-309-015-0001-065-000-0000 Permission is hereby granted to: CLI ITE F,NTF,RPRISF,S For property located at: RICHARDSON St 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. Tyne of Construction Value Owner Address: WILLIAM WINTER 370 DIXON Rd Garage-2 Cars Attached QUEENSBURY NY 12804-0000 Single Family Dwelling $125,000.00 Total Value $125,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency CLUTE ENTERPRISES 13 DAWN Rd OI TEENSBI TRY_ NY 12804-0000 Plans&Specifications 2005-728 1274 SQ FT SINGLE FAMILY DWELLING $196.88 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, October 04, 2006 (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.) Date at th )jownQVens uesday, October 04, 2005 SIGNED BY //�� for the Town of Queensbury. Director of Building&Code Enforcement Check Residential Plan Review: One&Two Family Dwellings YIN/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 f 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 Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing Materials On Plans 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 Re uired Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise MA Winder Run and Rise Spiral Not Allowed From 2d Story Smoke Detectors Battery Backup and Proper.Location 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 Ht. 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 Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed WINDOW SCHEDULE Job Site/Address: S' 7 �, ���� 5 T Date: Owner: IL-ct-rZ:3 C„- o Application No. r.rrrri�rr.rrrr Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening GlassNis Egress/Cie Opening Opening or Instructions Letter on Named Numbe g Height able Vent ar Width In Height Plan Call Width Light Opening Inches In Inches Size ;Example Entry A Andersen Narroline 3062 3' 2 6'5 '/z 15.30 8.36 6.01 34 2415/35" Tempered Double 1/3" 11/16 Glazing Hun CADocuments and Settinp\SuelLoeal Sattinp\Temp\Window Schedule.doe Job Site Address: c r fv > Vats:. _. 4. Owner ...C.x.x G` ,,�.mot ,,. ApplicationNo. File fit©. Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Axes of Req.Light Actual Req.Vans .Actual Sq,Ft. Remaxks Room Room 8%of Room. Light 4%of Roam Vent t)paniaig for 1 iu Axea Square Area Square Egress Square Footage Foota'ge Feet .�... ., t 17 I Z, w A L:�Sueklcrnin�way�BGilding.Permtt.FbRMS�Iat.Lightvontil.Caleularion.Sheat,dcc � 41E t ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY " 9000 HEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwellings (only) Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelling; Multi-Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance, Commercial Buildings-Hi Rise Residential *Requires submission of worksheets AP LICANT'S NAME: PROPERT6LOCATION: PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- '7�-! square feet 2. Type of heat- Electric Oil_ Gas Other 3. Is building mechanically cooled? yes__y No 4. Percentage of area of windows and doors Over 17% Under 17% ` 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R VALUES AS , SHOWN ON PLANS SUBMITTED: a. Roof R ">,j b. Exterior walls RX5_ C. Glazed areas R 2.- d. Exterior doors R 0-4 e. Floors over unheated spaces R f. Edge of slab on grade(heated building) R g. Basement/cellar walls (above grade) R h. Basement/cellar walls(below grade) R i. Heating/cooling-ducts-piping in unheated space R L1.5 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code_ Yes No A E CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED e Date Phone Number � e �7�?7 INSPECTOR'S REMARKS: Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit Fite No. c '`d No inspection will be made until applicant has received a Fee Paid $ 1 C16" valid building permit. All applicants'spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By- application form. Applicant: LcLy t-13 Owner: r, Address: Cc> Address: Phone#{_) Phone#(_) - 7oi� Property Location: Lot Number: 1 House Number '�7 1 Subdivision Name: Tax Map Number. eNdr'New Building: 699e26mmercial Estimated Market Value of Construction:$ ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence/com'1 a Other work(describe ) Check OccupancyInformation 1 Floor 2 Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single family dwelling t f (j k 2 a Two find dwe ' J ❑ Townhouse ❑ Multifamily dwelling #of units a Office ❑ Mercantile o Manufacturin ❑ 1 car detached garage ❑ 2 car detached garage a 3 car detached garage 0 1 car attached garage 2 car attached garage ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for what? VJ C> Type of Heatiug System: electric/ o' / gas r ood <jjjjjair baseboard/other. Number of Fireplaces to be installed _ Number of TYoodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder Plumber Mason — ' •. Electrician Dec lion: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether pecificAArmbd,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to cate of or Certificate of Compliance being issued,as requested by the Zoning Adminis or Director Co B tlt Survey►by a licensed surveyor,drawn to scale,showing actual loca' of all new igna ,owner's agent,architect,contractor Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: ...................................................................................................................................... : Office Use Location of installation: 5? Q a 0 File Permit No. c Tax Map No. Owner's Name: fit-r L— J Fee Paid .....................................................................................................................................: Address: 2. INSTALLER'S NAME :CA PHONE NO. —7-C4'��-7 -7 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 = Garbage Grinder Installed yes_ / no Spa or Hot Tub Installed yes— / no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) h tore Ground Water Bedrock or Im ervious Material Do Water Supply sand at what depth at what depth munici al Rolling oam feet,:,? eet feet Steep slope clay if well; water supply slope other 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 systems must be designed by a licensed 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: k0cj gallon (min. size 1,000gal) Tile Field: each trench (dYN ft. Total System Length: :>-C) ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / 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 of the 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 regulations ith t to this application and agree to abide by these and all require is of the T o ueensb Sanitary Sewage Disposal Ordinance. Signature of responsible person Date Impow Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: Z/�p am/pm Date Inspection request received: Inspector's Initials: /��" NAME: PERMIT#: LOCATION: - C- DATE: — — TYPE OF STRUCTURE: Comments Ye No N/A ' BuildingNumber/Address visible from road ChimneyHeight/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches 3 ply� Roof Complete/Exterior Finish Complete Platform at all exterior doors 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 1// Interior Handrails @ stairs 2 or more risers 601, 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 07 Bathroom/Kitchen watertight Safe lazing/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(height)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 Valves 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 ro rl Gas Logs in Sealed or s dwrife Final Electrical Final Survey Plot PI #ew As Built Se tic S stemVpt.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O [Temporary/Permanent L:1Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc A Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 0- NAME: LOCATION: / PERMIT#: ,�C?)Jv 7, �f ^ Final Survey Plot Plan A roved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has b Craig Brown,Zoning Administrator Notes: L:1SueHemingway\Building.Codes.Inspection.FORMS\Finat Survey Zoning Administrator.doc MAP REFERENCE MAP OF SURVEY OF LANDS OF WILLIAM WINTERS BY* W. J. ROURKE A55OCIATE5 DATEDi JUNE 30. 2005 LANDS N/F OF NAGARA MOHAWK r, POWER CORPORATION w � k r�,p s Op •0 , �y W O N � Ao ,� ry� N Z 30.G6, CRU5HED STONE DRIVE 10,000 sq. ft. LID 0.23 acres 9.9 wit 2 STORY tr WOOD FRAMED v HOU5E (UNDER 0 GON5TRUCTION) � r • CIRF \ � / oOOh O 0 f • ^� toss �h vti• � ti � 7 RECEIVE DEC 0 1 20 ��? LEGEND T �I ��r QU ENS8 —"UI%DI N"y AND CODE CIRFO= CAPPED IRON ROD FOUND M-�= UTILITY POLE ® C. = DRYWELL LANDS N/F OF Ltd ROBICHAUD #SD135 D Date' ❑VEMBER 8, 2005 'URNM71HO IEDD xTERAMON OR MOITION TO A SURVEY Scate 1'=20' a 's � A WENSM LAND SURVEYORS SEAL IS A Map of a Survey made for VIOLA"W SECTION P2OR,11US-04010M 2.W 7NE P NCY YM STALE MUMTION 1AV S A V 'OLY OOPKS ORIROM N ORIGINAL THEOF SUHIS SURVEY L N�a wnt AN Orewax av of wo auevEYoas SEX SIMI.BE CONSIOCIM TO K VMD TRUE OOPIfS.' SSUM "IN"NMP,,,E 0A00N ,HAT (LUTE ENTERPRISES COS SUM" O PREPMED W AOOO SURVEYORS wTH 1HE Land S u r v e ors °W>,IN°�DE PRAS TOR NAND ION& NNY THE NEW YopNc STATE A!SOOIATWN OF PRCPEsmaNx LAND SURNiY0R4 SAD CN:RTRTCATIONS SNML RUM ONLY p� TO THE PERSON FMwadi THE SURVEY S PRWMED.AM ON HIS BE"F TO THE I=OOOMNY.GOVERNMENT& >�f 169 Haviland Road Queensbury, New York 12804 AGENCY H�GHMS IlU "m Town of Queensbury, Warren County, New York (LUTE C1666 (518) 792-8474 New York Lie. No. 50135 1 NO. DATE DESCRIPTION DWG. NO. 0522gA 309.15-1-G5 / 132-1-12.3 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 0 0 � _ Queensbury Building & Code Enforcement Arrive: am/p part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: �� LOCATION: INSPECT ON: - TYPE OF STRUCTURE: (� Y N N/A Rough Plumbing / Nail Plates Plumbing Vent J 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/ Head p.S.I for 15 minutes nsulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam WhitinglBuilding&Codesilnspection Forms�Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing J Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: --- — Queensbury Building &Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector`s Initials: Lk- NAME: ut-4-2-0 PERMIT #: C� LOCATION: INSPECT ON: TYPE OF STRUCTURE: r Y N N/A � r ' Rough Plumbing / Nail Plates C�� ' ,'IVJ"-- Plumbin 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/jUeads, 5 .S.I for 15 minutes w sulation / Residential Check / Commercial Check �� Proper Vent Attic Vent Duct / Hot Water Piping Insulation 1 A� 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/prW)6Depart: Y13 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �!C NAME: ��� i�' PERMIT # : D2-8 LOCATION: iGir� io� ,— , INSPECT ON: t c TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent J 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 PipingT it / Head 50 P.S.I for 15 minutes V- uJl 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\Rougb 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/pm Depart: '_ cam, am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ( � PERMIT #: 65 /1—y-. LOCATION: INSPECT ON: w- TYPE OF STRUCT E: 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 / Head 5 .S.I for 15 minutes sulation Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: '' - `-'� LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Fires topping Inspection Report WC-�-6 Office No.(518) 761-8256 Date'Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p ,De'part: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 0,S— / LOCATION: ` INSPECT ON: -R TYPE OF STRUCTURE: r Y N N/A COMMENT anung Attic Access 22"x 30"minimum 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 water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: —am/p Depart: am/p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: � NAME: PERMIT #: C) - 7�2 LOCATION: - INSPECT ON: TYPE OF STRUCTURE: Y N N/A ou h Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleano t evea 100 feet/ change of direction Pres re Test traip / Vent Head .I. or 10 ft. above hi hest connection for 15 minutes Pressure Test ter Supply Piping it Head 5 .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 uest rece Queensbury Building&Code Enforcement Arrive: pa a pm r' 742 Bay Road, Queensbury,NY 12804 Inspector's Initial . NAME: PERMIT#: �� LOCATION: INSPECT ON: _ TYPE OF STRUCTURE: Framing Y N NSA COMMENTS Attic Access 22"x 30"minimum Jack Studs I 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 Of water 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 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ art: pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT NO.: LOCATION: S INSPECT ON: 161IR/05� RECHECK: Comments and/or diagram Soil T e: Sand/Loam/Cla T e of Water: Munici al/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft, Absorption Field: Total 15TZ14 ft. Len h of each trench ft. Depth of trenches ft. Size of Stone -Seepage Pits: Number Size: x Stone Size: Piping Siz Building to tank TA to Distribution Box istribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan I Y N Location of System on Property: Front Rear Left Side Right Side M4Stat 'Middle Rear System Uproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:SueHemingway\Building.Codes.Inspection.PORMS\Sepdc Inspection Report.doc January 28,2003 "I have seen or observed, or believe 1 saw evidence of, all o'jec=es su h as h-uses, wells, trees, fences, etc 1show, i -IM � .0 - nt. I also represent that I e 3°nop5ai1v meastjl-r�d the distances for a diagram." ��o ; DATE LS - 1 WARDSON N 04 I3'29- �A. �� AZ _ I o 00 d -�S� Septic Inspection Report Office No.(518) 761-8256 • Date Inspection request received: $ Queensbury Building&Code Enforcement Arrive: ant/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ,• PERMIT NO.'!zaDos " - LOCATION: ; INSPECT ON: � RECHECK: Comments and/or diagram Soil Type: San `Loatln Aclay T e of Wa r: Municip /Well Water Waterlines a on di nce ft. Well separation dis ante ft. Other wells: ft. Absorption Field: Total length ,ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: piping Si4ej Type Building to tank G Tank to Distribution ikx E�E[ << Distribution Box to F' /Pit 11 Opening Sealed. Y N artial End Cap* Location/Separations N. Foundation to tank ft. Foundation to absorption ft. �✓l/CJli4-��— �(ll h/kv F o�b Separation of Pits ft. Conforms as per Plot Plan Y N ALL 5�4 C— En ineer Report and As-Built Y N Location of System on Property: 4,- C. Cight .( �Front Rear Left Sidede Middle Front Middle Re System Use Status:proved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: arn/p epart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: — NAME: _ _ PERMIT #: LOCATION: r INSPECT ON: TYPE OF STRUCTURE! Comments �___.------ y N N/A ings Pi s Monolithic Slab Reinforcement in Place i 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 i Footing Drain Daylight or Sump _ Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suelkmingway\BuiIding.Codes.Inspection.FORM SToundati on Inspection Report-doe January 28.2003 U ylv � Foundation Inspection Report Office No. (51 8) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:j pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: (/t PERMIT#: LOCATION: INSPECT ON: o lam- -1 TYPE OF STRUCTURE: Rec�cL•_ G� Commeuts —�� 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 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 Rackf-rll-�pr-; a 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. (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: NAME: ,_ 6� �1 PERMIT#: LOCATION: INSPECT ON: _ TYPE OF STRUCTURE: Comments T 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 I 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 ' ches above footing mil poly for wet areas under slab _ �f ckfill Approval ��~ � � b Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft.. L:1SueHemingway\BLiilding.Codes.Inspection.FORMSV^oundation Inspection Report.doc January 28,2003 / J"�' Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ in Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials _� NAME: _ _ PERMIT#: LOCATION: Cz _ INSPECT ON: TYPE OF STRUCTU . / Comments 60 F m�gs ------- —_ — Piers Monolithic Slab _ Reinforcement in Place J� The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this puTosc 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 milLoV 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:\Sucilcmingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 l.NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 September 30, 2005 Project# 49179 r� Mr. Larry Clute Clute Enterprises 13 Dawn Road Queensbury,NY 12804 Re: Percolation Test , Richardson Street, Queensbury,NY Dear Al: At your request, on September 30, 2005, I performed a percolation test on your parcel located on Richardson Street in Queensbury. The test was performed to the north of the proposed residence in the location where construction of a new leach field is proposed. The results of the testing are as follows: Percolation Test Stabilization percolation rate - 1" in 4 minute, 06 seconds The hole was presoaked and the test was run 5 times until it stabilized with three consecutive runs of 3:52, 4:03 and 4:06 respectively. The design flow for this 3 bedroom.residence at 110 gpd per bedroom requires 138 if of absorption trench. The new absorption trench system for the proposed residence should consist of 3 —50 foot long laterals (1501f). Please call me if you have any questions. Sincerely, Thomas R. Center Jr.,PE x Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 Data filename: C:\DOCUME—l\ALLUSE—l\DOCUME—l\Rescheck\57RICH—I.RCK COUNTY: Warren 3 STATE: New York s-1� HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW/WALL RATIO: 0.10 DATE: 09/13/05 DATE OF PLANS: 09/13/05 PROJECT DESCRIPTION: 57 Richardson Street Queensbury, NY 12804 DESIGNER/CONTRACTOR: Clute Enterprises, Inc. 13 Dawn Road Queensbury, NY 12804 COMPLIANCE: Passes Maximum UA= 354 Your Home UA= 306 13.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R- alue U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1168 30.0 0.0 41 Wall 1: Wood Frame, 16" o.c. 1476 19.0 0.0 74 Window 1: Vinyl Frame:Double Pane 163 0.490 80 Door 1: Solid 40 0.230 9 Door 2: Glass 40 0.490 20 Wall 2: Wood Frame, 16" o.c. 512 19.0 0.0 31 Basement Wall 1: Solid Concrete or Masonry 656 11.0 0.0 51 Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' Furnace 1: Forced Hot Air, 90 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 New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Date Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(Fl UD to 1" Ug to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness 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 seed 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) 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- [ ] Retum ducts in unconditioned spaces (except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I 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 18113. 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 fDr balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point ofthe 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 ofthe 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 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/ofheater 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: [ ] IIVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. RES check Inspection Checklist New York State Energy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 DATE: 09/13/05 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: [ ] 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 4.0' ht/3.0'bg/4.0' insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane, U-factor: 0.490 For windows without labeled U-factors, describe ii atures: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid, U-factor: 0.230 Comments: [ ] ( 2. Door 2: Glass, U-factor: 0.490 Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 90 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 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. a 3 e s W'nt CA 176. how- ti 10 :� ©� .• 0 1 � tu�ly � 1 �`, % . �� s ��P'�•'� Joid r n`�