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2008-372 el" TOWN OF QUEENSBURY woozyVow' 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080372 Date Issued: Wednesday, April 15, 2009 This is to certify that work requested to be done as shown by Permit Number P20080372 has been completed. Location: BEACON HOLLOW Dr Tax Map Number. 523400-297-013-0001-044-000-0000 Owner. TUCKER & GRETTA STANCLIFT Applicant HAYES CONSTRUCTION GROUP LLC This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Single Family Dwelling 7,9 4 f Issuance of this Certificate of Occupancy DOES NOT relieve the o owner of the responsibility for compliance with Site Plan � �''�`'' property P ty P , 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. 1 TOWN OF QUEENSBURY gligh 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 ET 1 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080372 Application Number. A20080372 Tax Map No: 523400-297-013-0001-044-000-0000 Permission is hereby granted to: HAYES CONSTRUCTION GROUP LLC For property located at: BEACON HOLLOW Dr 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: TUCKER& GRETTA STANCLIFT 18 MOUNTAIN HOLLOW Way Fireplace QUEENSBURY, NY 12804-0000 Garage Attached Single Family Dwelling $350,000.00 Total Value $350,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-372 3389 sq ft single family dwelling with 529 sq ft attached garage and 2 fireplaces $459.58 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,July 23, 2009 (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 T o ee ' �e �!.• !-:,ry� ' y, July 23, 2008 d 4 SIGNED BY P,�. Sik for the Town of Queensbury. Director of Building&Code Enforcement . . , . , OFFICE USE ONLY Iv L .1/41--r kti 1.6 I 1 TAX MAP NO. PERMIT r. ill JUL 1 . FEES: PERMIT . RECREATION 5Zeprit` IN'EERING 0 2008 , (If applicable) ' ' 0 ; PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: A 70 de-..--p OWNER: ADDRESS: 7 fr.--- Ai"- 6-y fe/ ADDRESS: PHONE NOS. 792— 9/10-- PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE C PHONE: aii'. Co/51 LOCATION OF PROPERTY: ALLA/P-ik kt Aj( -- d 7 411( L7f SUBDIVISION NAME: i fii A,,‘ , A 7( . et-47 , PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z 0 I d 0 '— APPLY TO YOUR z i= i CO -iii PROJECT cc _I L 1 0 < 0--: cr 0 1--: 0 • _..1 I— L U I-1— LU ..-1j- 1-- H J , d R d = :LJ rr ai — 77A < — u) cv u) 0 Li. fa_ i ozi SINGLE FAMILY /01 I 7 00 ' TWO-FAMILY MULTI-FAMILY 1 , , .-. . (NO. of UNITS ) TOWNHOUSE — BUSINESS OFFICE RETAIL- I MERCANTILE FACTORY OR 4 4 5e'Llil'' INDUSTRIAL „...---- ATTACHED GARAGE(1,2,3) 5-6)9" 90 OTHER ti=3„ ,..) ,..._ --------- N..._ , IF COMMERCIAL OR INDUSTRIAL— NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 0/ f)t./ ease complete a separate Application Z Please "Fuel Burning Appliances&Chimneys" available in our office HOW MANY FIREPLACE(S): AND/OR WOO6iOVES(S): ZONING CATEGORY: $,6 I., ARE THERE WETLANDS ON THIS SITE? b'0 IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? J ARE THERE EASEMENTS ON PROPERTY? d I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above ; This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said ; zoning Laws of the Town of Queensbury. Application: r 4 • 0 4 4 R 4 • , • 0 • 0 0 0 / i DIRECTOR OF BUILDING & CODES ZONING ADMINISTRATOR • / 0 0 / I 4 0 / / , 0 I r , _! •' DATE DATE • 0 ' ' f QUESTIONS? CALL 761-8256 OR EMAIL codes©queensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION WWw.queensbur .net Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 0 OFFICE USE ONLY TAX MAP NO. PERMIT NO. PERMIT FEE ; A APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: / y r-1,-,../o INSTALLER: .{, COY /„X ADDRESS: 3, - / 1 - „ c /(.0 1 ADDRESS: 31/- 4) 7 / PHONE NOS. 7 92-9/ PHONE NOS. ---79/—9/y), LOCATION OF INSTALLATION: Le of 4✓1/' •1 NO.OF / RESIDENCE INFORMATION: YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? j,,I4 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present 4 X 110 gallon per bedroom = till INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING X STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM t CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL X WELL d /� (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) c 4 Iiied'u ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH (TEST TO BE 1 ‘ r� COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) 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: OS% GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH J FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? /1— ✓ SIZE OF EACH FT. X 4,0 F ✓ SIZE OF STONE TO BE USED: ##1/l ' ii'/DEPTH OR THICKNESS ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: h LENGTH AND/OR SIZE ,/1' ff" ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: Y'//7SIZE OF EACH /)-- ✓ GALLONS./TOTAL CAPACITY: GAL. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. • • .. ........................................................:.:.:................ 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 the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes@aueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION �,, / 76/nr www.queensburV.net Signature of Person Responsible Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury,NY 12804 (4_ TOWN OF QUEENSBURY I[ J 1(3 FI\11J Richard A. Missita Highway Superintendent DEPARTMENT Home(518)798-5127 742 Bay Road *Queensbury,NY. 12804 Michael F. Travis Deputy Highway Superintendent Office Phone:(518) 761-8211 (518)798-0413 Fax:(5I8) 745-4466 DRIVEWAY PERMIT DATE: d F APPLICANT NAME: TELEPHONE NO.: -79.)- ADDRESS TO BE INSPECTED: RETURN ADDRESS: 35 Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Level with the road ( ) Deep swale Size pipe to be used (if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected DATE: Richard A. Missita, Highway Superintendent E-mail:highway@queensbury.net , Oy- _ .372, . ile REScheck Software Version 4.1.3 p Com liance Certificate _ . Project Title: Stanclift Residence Report Date:06/25/08 Data filename:Y:\Hayes Construction Group LLC\Stanclift Residence\Construction Drawings\Stanclift.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 15% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: Lot#7 Autumn Ridge Subdivision Hayes Construction Group Ethan P.Hall Queensbury,NY 12804 395 Big Bay Road Rucinski Hall Architecture Queensbury,NY 12804 627 Maple Ave 518-792-9142 Saratoga Springs,NY 12866 518-580-1905 ephall@nycap.rr.com Compliance:Passes Compliance:9.1%Better Than Code Maximum UA:711 Your UA:646 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Raised or Energy Truss 1781 38.0 0.0 45 Wall 1:Wood Frame, 16"o.c. 1761 19.0 0.0 89 Window 1:Vinyl Frame:Double Pane with Low-E 272 0.370 101 Wall 2:Wood Frame.16"o.c. 2032 19.0 0.0 101 Window 2:Vinyl Frame:Double Pane with Low-E 281 0.370 104 Door 1:Solid 38 0.300 11 Door 2:Solid 18 0.300 5 Door 3:Glass 18 0.350 6 Basement Wall 1:Solid Concrete or Masonry 1311 0.0 10.0 109 Wall height:7.9' Depth below grade:6.0' Insulation depth:5.0' Window 3:Vinyl Frame:Double Pane with Low-E 16 0.350 6 Basement Wall 2:Solid Concrete or Masonry 300 0.0 0.0 67 Wall height:7.9' Depth below grade:6.9' Insulation depth:0.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 68 30.0 0.0 2 Furnace 1:Forced Hot Air91 AFUE Air Conditioner 1:Electric Central Air13 SEER 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 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specific•- s are i'om' a e with this Code. �? �/ ., �� 2€' Juvg A1E Os Name-Title ignature 4Date va Nittti:Lp fiZZ .1 i tf: Project Title: Stanclift Residence Report date: 06/25/08 Data filename:Y:\Hayes Construction Group LLC\Stanclift Residence\Construction Drawings\Stanclift.rck Page 1 of 4 40" REScheck Software Version 4.1.3 Inspection Checklist Date: 06/25/08 Ceilings: ❑ Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.9'ht/6.0'bg/5.0'insul,R-10.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ Basement Wall 2:Solid Concrete or Masonry,7.9'ht/6.9'bg/0.0'insul,R-0(uninsulated) Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3: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: ❑ Door 1:Solid,U-factor:0.300 Comments: ❑ Door 2:Solid,U-factor:0.300 Comments: ❑ Door 3:Glass,U-factor:0.350 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: Project Title: Stanclift Residence Report date: 06/25/08 Data filename:Y:\Hayes Construction Group LLC\Stanclift Residence\Construction Drawings\Stanclift.rck Page 2 of 4 ❑ Furnace 1:Forced Hot Air:91 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 13 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 are sealed. ❑ Recessed lights are 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,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-6. ❑ Supply ducts in unconditioned spaces are insulated to at least R-11. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters exist for each dwelling unit. Fireplaces: ❑ Fireplaces are installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces have 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 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. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Stanclift Residence Report date: 06/25/08 Data filename:Y:\Hayes Construction Group LLC\Stanclift Residence\Construction Drawings\Stanclift.rck Page 3 of 4 I dole I.-ivnmmum msuiauon 1 nicKness ror uircuiaring nor water Pipes f , • Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 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 Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Stanclift Residence Report date: 06/25/08 Data filename:Y:\Hayes Construction Group LLC\Stanclift Residence\Construction Drawings\Stanclift.rck Page 4 of 4 -lb..ft„ ` ibibi-ii- -___ i__. -•, 0 -__ _ -----17:11----IL________-- --- .. 1"ih T 0 70 0 '---;--- 37 '7 - ,,, i g3— — — 0, — ,__,_.__,o„_ _____ — — _ .__ TP 10 _�_ •���; SERVICE 1 -�` SEE TYP, 0'0 ■1 DETAIL \ _ 0 :P 8 lif( . 4 1 1! r — lro,7:.• ice"-.. ,,, 2 i 0 80 100"' • 0 0134tG. 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J. �1� ,�� �t Er,�t ` ..r '11 i?'.S ') 1 PM L..: 40 J Rough Plumbing I Insulation lnspect91Report Office No. (518) 761-8256 Date Inspection requ 4 r ce' 'ed: Queensbury Building & Code Enforcement Arrive: \Z° dam 6 ' part: \ 'rc 0 ary pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial orAt NAME: W.Ax PERM T #: 7 LOCATION: * t ;c INSP ' T ON: 1 —cR TYPE OF STRUCTURE: Y Rou h Plurnbin I Nail Plates Plumbing Vent I Vents in Place 1 '/% inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet /change of direction 9 Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above h hest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation I Residential Check I'Commercial Check Tyvek or Simsiar Exterior ealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: k)FED b 6c-3tAcTk6E� 'RE_b cA\Fc\t\ C c \5 \b3E, Qeo EtT ‘ 6OL ro P,- t \ n► F \ Ft N)af T \ k.0 et c?),f1,6E_mEsV (5Tc9 \ 3 G .PNCE \ t3td.A.,A_ \ \las3c3,1 Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 v.. ,___ i - _ s Wedfie5 i._7c-ft.-e- _ 4\ . Queensbury Building & Code Enforcement - Residenti I Final Inspection Office No. (5 8) 6 1 7 1-8256 Arrive: am/pm part: Q i0 am/pm Date Inspection request received: Inspector's Initials: ,1 NAME: z /l' I --ri I i ./ PERMIT#: 0 LOCATION: r �t l i�lU� DATE: 4.-Fi TYPE OF STRUCTURE: • Comments:Yes o � N ��Yts 4 4" Building Number Address visible from road ,- Vt, ._IA �' rzig : Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake _ r 5---,6Th' r-ev i Se 3 inch Plumbing Vent through roof minimum 6 inches \,,/ )3e/ r€... Roof Complete/Exterior Finish Complete Platform at all exterior doors //3 Handrail 4 0. more r sera � _ () cal&_ be /5Sueoi 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 i/ Deck Bracing/Handicapped Ramp Compliant /'�7— ��j / l.J Y.k,E Grade away from foundation 6 inches with 10 feet .../ 6 inch clearance to sill plate L ) t,Gas Valve shut-off ex osed/re ulator 18 inches above rade _ �� P a g Interior privacy/trim/doors/main entrance 36 inches v-4..// .�, ,� 1 Bathroom/Kitchen watertight r M-r-- 0_• �`Iy'�,--.ZII r Safety glazing/Win win stairwells safety glazing _ _ Interior Smoke De ctors/Carbon �ionoxid Detectors 4,C) Every level: E r*y Bedr cam: Outside every bedroo area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area / , Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Vz„.. Foundation insulation/Insulation Certification / Floor truss,draft stopping finished basement 1,000 sq.ft. t Emergency egress below grade • Gas Furnace shut-off within 30 feet or within line of site " Oil Furnace shut-off at entrance to furnace area , Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 / . Enclosed Stairs Sheetrock Underside minimum'A"Gypsum1(7/ ‘, Basement stairs closed rise>4 inches ~Garage Floor Pitched Garage fireproofing/%hour fire door/door closer _ Duct work Sealed properly 7 Gas Logs in Sealed or Glass End ure Final Electrical Final Survey Plot PlanVA,/ Arc Fault Breaker in Bedrooms + _ Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required0 Okay to issue C/C or C I 0[Temporary I Permanent 1 I L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08 Rough Plumbing / Insulation lnspecf . n Report Office No. (518) 761-8256 Date Inspection re• r- =ived: Queensbury Building & Code Enforcement Arrive: t "'_ •t part: t, I `�, am m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ,3TR�C:�14= �.._�. PERMIT' #: O — -7 Z LOCATION: \ NSPECTON: - 3 i--9 TYPE OF STRUCTURE: • Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 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 II Pressure Test Water Supply Piping Air/Head 50 P.S.1 for Insulati / Residential Check/ ommercial Check i Tyvek or Similar Exterior Sealanfi Proper Vent, Attic Vent j ` l Door/Window Sealed (No Insulations ( `� _L Duct/ Hot Water Piping Insulation ��b wYL. If required unheated spaces T.° 5 Combustion Air Supply for Furnace Duct work sealed propey/ No duct tape COMMENTS: OT )c-VaS 6 Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: l am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: A49 NAME: 1. v\ E PERMIT NO.: 2 LOCATION: rz.,d-44-e- 1, .. INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance 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: Stone Size: cr)f-&-)-vtA Piping Size Type C' Building to tank 6:1\YAO-CrL Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: N/Partial End Caps Location/Separations Foundation to tank ft. 1 Foundation to absorption ft. Separation of Pits ft. ✓ ,� �- CoR Conforms as per Plot Plan Y Engineer Report and As-Built Y , g P —�- ✓. Location of on System Property: Y p Front Rear Left Side Right Side Middle Front Middle Rear -. --• ~ System Use St s: _Approved a Partial Approved and needs to be re-inspected, please call the Building& Codes Office Disapproved Last revised 1/6/05 _ (er,tri . doi ‘. 6_,/_.----ki) ..-. *f Ixfier) - Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: ; • t.. am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _ 4 i ,L'L' ,T___4;4_, NAME: ��(�/ _� PERMIT NO.: - 2 LOCATION: Hem' t, = " r - INSPECT ON: / - — a--- RECHECK: fib floc--) • /-'„; Comments and/or diagram Soil Typez-Sarb:11.1aaklay Type of Water: tMunicipalJ A/ell Water Waterline separation distance ft. Well separation distance ft. /-., Other wells: ft. / "T''''' Well Casing Length 50' + / - Y N N/A 1 i \C ) ' - Absorption Field: Total length ` e.'., ft. - ' '�-x �-^, Length of each trench _iz ft. �`' `) / ' "v/ Depth of trenches ft. '---'1 r. ".1 , ---�' Size of Stone I - -"'1 (-� I Seepage Pits: Humbert i&.t,. Size: � � � n'r Stone Size: r i ,-�,,,. Piping Size Type Building to tank ;� Tank to Distribution Box i,-�- ` '. ,_ - Distribution Box to Field / Pit / / - Opening Sealed: I? jN End Cap \IY ,N Inlet/Outlet Pipes & Baffles Y N ------1 � Li ,"�' j__ r Location/ Separations / Foundation to tank ' -, ft 0y -�\4,. ��,., `...1 -4 C-) . Foundation to absorption �' ;- ._ ft. �. Separation of Pits ft Conforms as per Plot Plan Y , 1`). 1Engineer Report and As-Built Y N / 41\i l \ Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: -� Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc ( On Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins cti n u received: 1 v 6 c � est 1 Queensbury Building & Code Enforcement Arrive: am/pnw f part: am/pm 742 BayRoad, Queensbury, 12804 ins ni ry, p s als � NAME: C c- 6ce`'rPERMIT #: 0 -3 1 - LOCATION: 3o ► '-i cvt I--lu l 1 cut (- ,I INSPECT ON: %/ 1 L) 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 L- /2 Cleanout every 100 feet/change of direction — --- Pressure Test Drain /Vent �4c- G� Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.! for 15 minutes Insulation / Residential Check/ Commercial Check _ co/AL.4_6/inz6o tv� hTyvek or Similar Exterior Sealantp� � �� V,� Proper Vent, Attic Vent 42 Door/Window Sealed (No Insulation) .F04,‘„, Da . Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 ) v.... d. l Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re+ e .: ' k QueensburyBuilding p-- J!ipart: 3t(1cGf � d g & Code Enforcement Arrive: i 0 a • ar 742 Bay Road, Queensbury, NY 12804 Inspector's Initial ., 0 NAME: _L4prt7c ,/ .'---. 3 7,)--- L CC. ;'-''C PER if#: LOCATION: 3() L`,, r,c-L O J INSP -CT ON: ' r zi. TYPE OF STRUCTURE: ' 1,r)-1 _ ... - ._ , 7_._ t '0 , ' ',t\) Y N N/A Rough Plumbing / Nail Plates (--------7.--- --- — Plumbing Vent/Vents in Place 1 '/z inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/ Head ' 1 5 P.S.I. or 10 ft. above highest connection for 15 minutes P P essure Test \\ $9 Water Supply Piping Air/ Head c,rp e e -15 minutes Q �� � F " Insulatio / ential Check/ Comm rcial•Chec �d 4/ =- -et I ar xterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape .-----_"" .,„------- ---\, ,\ F—if).Eb—v-MIG ks*--- --. \ COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 ‘7,-2__ 1We' /q_._. Weake„s' -dr -/ Rough Plumbing / Insulation Inspection R i• ort Office No. (518) 761-8256 Date Inpe,cli9n re - ed: Queensbury Building & Code Enforcement Arrive:- n= a ' art: .- a a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia - NAME: gilecs PE IT #: LOCATION: &_e_ Cb //hJNSPECT ON: //-- 5 -- C TYPE OF STRUCTURE: ,------'-- '7,-Th Y N N/A Rough Plumbing /Nail Plates WQ,..-t\o - Plumbing Vent-/'Vents in Place ,, 1 '/2 inch minimum Drain Size / a Washing Machine Drain 2 inch minimum I , '' Cleanout every 100 feet/change of direction 4 17 ,<*--t-;'L' Pressure Test v �j Aln /Vent / �` . - -ad . . 10 ft. above highest connection for 15 minutes e Test Supply Piping \. a 0‘\ ______Z 50P. for15minutes atio / Residential Check/Commercial Check — / Qc�\ 19 0 \1ll Tyvek or Similar Exterior Sealant <.' Proper Vent, Attic Vent 1 ZP.<? Door/Window Sealed (No Insulation) ° ,x(V Duct/ Hot Water Piping Insulation .471 If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 \,5 /1—ri a6Y Framing / Firestopping Inspection Repott Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: :3P am/pm.,, part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: rj NAME: (•{,k c /Lit-7j PERMIT#: LOCATION: rot, , INSPECT ON: O TYPE OF STRUCTURE: Y N NiA COMMENTS: Framing ----- 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses chor Bolts 6 ft. or less on center • Ice and water shield 24 inches from wall , ,; .. h. :.S` Jib �� t separation 1, 2, 3 hour !! ":7" Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %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:\Building&Codes Forms-OLD\Building&Codeanspet Lion Farms\Framing Firestopping Inspection Report.doc Revised January 7,2008 / e:5,j)/ 7 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart:/2.11_30am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: _�, , . ec5 _ PERMIT#: � 7 2_ LOCATION: j J-, r :'i \''INSPECT ON: ^� TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement the coticrete. Materials for this purpose on site. Foundation/Wallpour fit in Place dk_FootingDowels or Ke a in lace Keyway P Foundation Dampproofmg ' Foundation Waterproofing kYb, L-fikr-Lii) — Footing Drain Daylight or Sump Footing Drain Stone: �` 12 inch width tb 6 inches above footing 'n. 6 mil poly for wet areas under slab Backfill Approval ` /442464 — Plumbing Under Slab PVC/Cast/Copper 614.4tA„ c:c.71?_, Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /flOitWA7 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart. i) am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:4 ILA.\.) NAME: PERMIT#: LOCATION: .. INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing Ct) 4\15' for 48 hours following the placement of the concrete. Materials for this purpose on site. c-1-201\fe '— Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Found .© RDanppaq Foundation Waterproofing - • .in-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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM . (6) Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: 65, de Queensbury Building&Code Enforcement Arrive: am/pm Dep : pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: l_ ' 17Ci 664-3-StT: NAME: �, 3') PERMIT#. LOCATION: t �ev (l MOB f INSPECT ON: 7.4Gtrf - - 01 TYPE OF STRUCTURE: 7 47 Comments 020- q11( /1/1-YIP (21-C17 34'4-471 Y N N/A I Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. 11�ateri is purpose on site. undation`/Walipo —Reinforcement in P al ce C" Footing Dowels or Keyway in place '— Foundation Dampproofmg \CC`4 ��.. Foundation Waterproofing 0 tACOZ.Cri- r 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /6) ik)-eCIPVadV Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: 5 or Queensbury Building&Code Enforcement Arrive: am/pm Dep : am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 04) NAME: 15/74.://: #: 7� LOCATION � 4/oz ?SPECT ON: /J .6„ v TYPE OF STRUC 3F-9 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. Ma urpose on site. foundation/Vapour ) vela. 450_ ( Reinforcement in Place Footing Dowels or Keyway in place ‘°0- ,�... Dam roofin Foundation pp g Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM — 1,42a ArttCg_IT-€71 Foundation Inspection Report Office No.(518)761-8256 Date Inspectio • -• re. d: Queensbury Building&Code Enforcement Arrive: Depart: `2-0 m - ; ' 742 Bay Rd.,Queensbury,NY 12804 Inspector's .:"�,.ff NAME: e P'RMIT#: 7 LOCATION: ck Cf) � C/IOc,) SPECT ON: -0 TYPE OF STRUCTURE: c i 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/Wailpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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 f Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ,Jul :S i'UtS ',1 :4ba Kon KucinsKi 51ti-5ti4-5U11 p.1 RUCINSKI HALL ARCHITECTURE ��� Ronald Richard Rucinski J Ethan Peter Hall cT 627 Maple Avenue �J�f�� Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ronrrnnycap.rr.corn ephall a@nycap.rr.com Stanclift Residence 30 July 2008 John O'Brien Building Department 742 Bay Rd Queensbury NY 12804 Footing sizes of 20" x 8"for 8"walls and 24"x 8"for 12" are acceptable to this office. Ronald Richard Rucinski /:c,..''3 - '`-`�~ Architect PC Hayes Foundation Inspection Report Office No.(518)761-8256 Date Inspection re u iv d: Queensbury Building&Code Enforcement Arrive: 1(= pm Depart: \tY •m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: Bq 2-63P T#: ©% ` 3-7 LOCATION: Q ACC 1-{r)l LC a INSPECT ON: —j 30— ijci5 TYPE OF STRUCTURE: Comments Y NjANTIA Footings .60t1_6 13cT o1Th?,LE. Piers VA)a__ o f S'A is Monolithic Slab '-`.c b-VIA u 1 Reinforcement in Place VI e 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM • NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-8511 April 10, 2009 Job # 46193 New York State Dept. of Health 77 Mohican Street Glens Falls, NY 12801 RE: Autumn Ridge (Hayes—Ridge Road) Subdivision - Queensbury (T) Beacon Hollow Way (Lot # 7) Septic System Dear Sir/Ma'am: This letter is to inform you that we inspected the completed septic system for the house at 30 Beacon Hollow Way(Lot #7) in the Autumn Ridge Subdivision on April 6, 2009. The septic system as installed was for a three bedroom house and consisted of a 1,250 gallon septic tank and 192 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. Sincerely, Thomas R. Center, PE cc: Dave Hatin, Town of Queensbury Mickey Hayes