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2002-861 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 A111 F P CY CERTIFICE OCCV Permit Number: P20020861 Date Issued: Thursday,November 13,2003 This is to certify that work requested to be done as shown by Permit Number P20020861 has been completed. Tax Map Number: 523400.301.007.0002-020.000.0000 Location: 280 AVIATION Rd Owner: LARRY CLUTE Applicant: CLUTE ENTERPRISES,INC, This structure may be occupied as a: By Order of Town Board Garage-2 Cars Detached TOWN OF QUEENSBURY Single Family Dwelling Director of Budding&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020861 Application Number: A20020861 Tax Map No: 523400-301-007-0002-020-000-0000 Permission is hereby granted to: CLIJTFENTERPRISRS. INC. For property located at. 280 AVIATION Rd 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. Tyke of Construction Value Owner Address: DAVID &JOAN WATERS Garage-2 Cars Detached 8707 SAGAMORE Rd Shigle Family Dwelling 75,000.00 BOLTON LANDING,NY 12814- Total Value 75,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency CLUTF F.NTFRPRISES INC. 13 DAWN Rd OIJFF,NSBIJRY-NY 12804 Plans&Specifications BP 2002-861 Construction of a single-family dwelling(864 sq. ft.)with a 400 sq. ft. 2-car detac�6dgarage as per plot plan and specifications. Note: previous sfd will be demolished and an AV from the ZBA is needed for seibrac relief (see November 2002 ZBA). < $143.68 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,De ember09,2003 (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 Tow rr ensbu M d December 09,2002 SIGNED BY for the Town of Queensbury. Director of Building&YC En rcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road, Queensbury,NIT ` (518)761-8256 - A permit must be obtained before beginning construction. - Permit File No. No inspection will be made until applicant has received a Fee Paid $—LIL31619 valid building permit. All applicants' spaces on this Rec. Fee Paid $ application must be completed and must appear on the application form. Reviewed By: ,/L J Applicant: T r � caner: OC T Z 2002 Address: \3 ,ti,vim Address: Phone#(aLa)?4 - ? 7 Phone# Email Address: Email Address: Property Location: Lot Number: / House Number / 1-1+3 •- R-� K t'� Subdivision Name: Tax Map Number: <New Building: residence /commercial ,_ Estimated Market Value of Construction: onstruction:^$ 6 — ❑ Addition: residence/ commercial ----- If an-Addition,what will use of new addition be? ❑ Alteration: residence 1 commercial ❑ No change to exterior size: residence/com'l ❑ Other work{describe ) Check OccupancyInformation I"Floor 2'd Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single family dwelling �J ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling " #of units ' ❑ Office ❑ Mercantile " ❑ Manufacturing ` ❑ 1 car detached garage 2 car detached garage '-f0 �� r ❑ 3 car detached garage LO ❑ 1 car attached garage ❑ 2 car attached garage ❑ 3 car attached garage o Storage building- commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure - So feet inches Will any second-hand or ungraded lumber be used? If so,for Type of Ileating System: electric/ oil gas wood orced hot a1r/ seboard t other: Number of Fireplaces to be installed Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder Plumber =-��� 7 Mason Electrician -Declaration: 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 specified a and that such work is f thorized by the owner. Further,it is understood that Uwe shall submit,prior to a C. " xcate of ccupancy or CvMi t of Compliance being issued,as requested by the Zoning Administrator o irector of B Wing and Co s, A Built Surveyby a licensed surveyor;drawn to scale,showing actual location of a ew constzaeti Signa e: owner,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 IN-PORMATION: �V-e--4e-T- U,, Office Use Location of installation: -0 File Permit ,_>o(-c)-7 - Z) -2:-> N(z Tax Map No. _/_ Owner's Name: -fee Paid- .......................... .......................... . .................................................. Address: 2. INSTALLEWSNAME 'Z 25-7--->--7-7 PHONE NO. � 3. RESIDENCE INFORMATION: (circle year of dwe-lling,Indicate 9 bedroom(s) and multiply# of bedrooms with applicable gallons per bedroom to equal total daily, ow) Year of House: NO. of BedroqMs x C=Rutation Total Daily Flow 1980 or older x 150 saL/bdrjrn = 1980- 1991 x 130 gal/bdrm = 1991 -present :2 x 110 gal/bdrin = Garbage Grinder Installed yes no ;>< Spa or Whirlpool Installe.d yes no 4:- PARCEL INFORMATION: (circle applicable information&indicate measurements) S re Ground Water Bedrock or Impervious Material Dxnnestic-AAlater Sui3nlv 'S <�-municipal qvtd� at what depth at what depth Rolling �am feet feet !we Steep slope clay if well; water supply %slope other from any septic-system depth: absorption Is other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New QLn-s$M$4gn: 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: �cO<00 gallon (min. size 1,000 gaZ.) Tile Field* each trench ft Total System Length: ft Seepage Pit(s): number of----i- size ofeach: by (K.,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 Xote.- Alarm System and associated electrical work must be inspected by a Town approved electrical inspe6tion agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For,your protection,please note that pui;suant to Section 13 6-29 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 misrepresentaticii or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have=d the regalgfions)with respect to this application and agree to abide by these and all � uts requir4c the Town f Queensbury S Sewage Disposal Ordinance. v2c�(x 0(0:-D� Pjcjnatu-re-O�fponsible person Date . `� •. 1%s 'iif�Zti�sc��:ai�rcry .` . St. vc�s'�t�a:�ti :itw:j1;c. I)i.j>cr.:sit Avvfimlix C AI.i.SUILi'''t'ION I?J AltA`t'It)N It AlIjlltiralI-:N'I'S POND `-•"_• V'f�LL tt2 jlj1T7'.•i�� -� J� Wfl tt'�a••1 • •slur c�s•tr� —__.�,�j?`,.... ,�•. 1%ou.lcG QE zs��' 41,:ivsE G� E • Scs•stG —._-...»t i 1 ,�'1.-.-' ,n ... 1 U�:�iit(l�t/�tit•t 1 � _ T1�•+X 1 AJtYsc�fLS't1G1� 7. SIGNATURE. &INFORIVMATION FOIL ��Yviyalfist+�r n�.,i.�„vw�..•��,•, 7- s. r q — ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 BEATING DEGREE DAYS C-1,/�'r r Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwellings (only) Oe T 1 1 2Q p2 Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelling;w., Multi-Family Dwellings (3 Stories or less) �,M Part 4*-Design by Component Performance, Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLI ANT'S NAME: PROPERTY LOCATION: C_7772� a o � PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- square feet 2. Type of heat- Electric Oil Gas Other 3. Is building mechanically cooled? yes ></ 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 3� b. Exterior walls R 19 C. Glazed areas R -_1.S_ d. Exterior doors R t L.S e. Floors over unheated spaces R t`t £ Edge of slab on grade(heated building) R r— g. Basement/cellar walls (above grade) R —' h. Basement/cellar walls (below grade) R -- i. Heating/cooling�ducts-piping in unheated space R Y,`5 6. Service (domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEFRE CO OL MAXIMUM SETTING 140—WILL NOT BE EXEEDED Appnatu e Date Phone Number -77 INS REMARKS: — �/ v7) TOWN OF QUEENSBURY HIGHWAY Richard A Superintendent Highway Superintendent Horne(518)798-5127 DEPARTMENT 742 Bay Road • Queensbury,NY 12804 hIscFrael F�,Trav:s Deputy Highway Superintendent Office Phone: (5m) 761-8211 0 C isip F&Z ,q, Fax: (518) 745-4466 Lu�� DRIVEWAY PERMIT DATE: APPLICANT NAME: TELEPHONE NO.: ?0 ?- ADDRESS TO BE INSPECTED: &C7 RETURN ADDRESS: Applicant must show exact Iocation and width of driveway(s)to bd 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 Project Name: fr' BP# -�� Address: 'ding Permit Submission Sirglefandy dwelling Tuafamily dwelling Checklist a , All items below must be checked either yes,no or not applicable prior to submissio a any builc�in9 permit to the Town of Queensbury Building Department. If any of the below items are,lacking the permit -, will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ... ... ... ... ... ... ...... ... ... ... ... . ❑no ❑n/a 2. Energy Form or Checld&te Energy Code Compliance Forms Complete .. yes ❑no ❑n/a 3. Energy Code Inspector's Report from CheckM&te Program... ... ... ... ... .. yes ❑no ❑n/a 4. Septic application completely filled out(if applicable)... ......... ... ... ... ... yes ❑no ❑n/a 5. Solid Fuel Burning or Gas Appliance Form... ... ... ... ... ... ... ... ... ... ... ... .` yes ❑no 6. Electrical Inspection Form... ... ... Q n ❑n/a 7. Two(2)complete sets of structural drawings... .. ... ... ...... ... ... ... ... ... ... . yes Ono ❑n/a a) floor plan;b) foundation plan;c) cross sections:d) elevations; ` e)window and door'schedule ` 8. Two (2)site plans showing location of the structure to be built,... ... ... ... yes Ono ❑n/a location of well or water lines,location of septic system or s wer line. 9. Setbacks from property fries to new structure ... .. ... ... ... ... ... .. yes Ono ❑n/a 10. Setbacks to neighboring wells and septic systems,including onsite well... . s ❑no ❑n/a and septic systems (if applicable) 11. DrivewayPermit... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...... ... ... ... s ❑n0 ❑n/a Date: Staff Initial• L:\SueHemingway\Building.Permit.FORMS\Generic Cheddist.doc C 76 Permit Number - MECcheck Compliance Report Checked By/Date Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lb Data filename:C:\Documents and Settings\Larry C1ute\Desktop\Meccheck\24 x 36 Ranch.cck TITLE:24 x 36 Ranch COUNTY: Warren STATE:New York O r T 11 2002 HDD:7635 CONSTRUCTION TYPE:Detached I or 2 Family, (�",'�F.EMSS'URY HEATING TYPE:Non-Electric DATE: 10/11/02 DATE OF PLANS: 10/11/2002 PROJECT INFORMATION: Waters 280 Aviation Road Queensbury,NY 12804 COMPANY INFORMATION: Clute Enterprises Inc. 13 Dawn Road Queensbury,NY 12804 COMPLIANCE:Passes Maximum UA= 180 Your Home=152 15.61/o Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 864 30.0 0.0 30 Wall 1:Wood Frame, 16"o.c. 960 19.0 0.0 52 Window 3:Vinyl Frame,Double Pane 44 0.490 22 Window 5:Vinyl Frame,Double Pane 8 0.490 4. Door 2: Solid 40 0.069 3 Floor 1:All-Wood Joigt/Truss,Over Unconditioned Space 864 19.0 0.0 41 Furnace I.-Forced Hot Air,82 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications;and other calculations submitted with this permit application. The proposed systems have been designed to meet the Proposed New York'State Energy,Conservation Construction Code requirements. Builder/Designer Date MECcheck Inspection Checklist Proppsed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lb DATE: 10/11/02 TITLE:24 x 36 Ranch Bldg. Dept. Use I 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: Windows: [ ] I 1. Window 3:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2. Window 5:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,.describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 2: Solid,U-factor:0.069 Comments: I . Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,82 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be Type IC rated and installed with no penetrations,or Type IC or non-IC rated installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials and 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment.must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating ( equipment must be provided. C ] ( Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on I° the building plans or specifications. ( Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ J ( Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ j ( Supply ducts in unconditioned spaces must be insulated to R-I 1. [ j ( Return ducts in unconditioned spaces(except basements)must be insulated to R-2. ( Insulation is not required on return ducts in basements. I ( Duct Construction: [ j I All joints,seams,and connections must be securely fastened with welds,gaskets;mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted, ( Exception:Continuously welded and locking-type longitudinal joints and seams on ducts ( operating at less than 2 in.w.g.(500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] ( Air filters are required in the return air system. C ] I The HVAC system must provide a means for balancing air and water systems. ( Temperature Controls: [ ] ( Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space ( temperature set point of the largest zone. ( Electric Systems: [ ] ( Separate electric meters are required for each dwelling unit. Fireplaces: [ j I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ j I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State;the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: C ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. C ] I Insulate circulating hot water pipes to the levels in Table 1. ( Circulating Hot Water Systems: C ] ( Insulate circulating hot water pipes to.the levels in Table 1. Swimming Pools: [ j I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 T or chilled fluids below 55°F must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot.Wafer Pipes- Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature Up to V Up to 1.25 1.511 to 2.011 Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for)IVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ran we(F) 2".Run6uts I"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 03 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) { z H z H a wwz `° x �Q zl aw �z H �;> z a0 a 0 H 0 a N w U �+ �` W 1 0 U H OlzN ] 00 0 Diu W ' w F H z :A 30 N � F Hi F a F t9 F 0z z 1 w 1n U r+H W W W z H z 0 W 4 0 p w a 0 a H 0 a w z x a U a Q W z t a w 0 H H W a H C7 a H a A H w H x F F x a w N z w rx a a W tv a N a 1~ 1� rz w N H U F 0 p a x F H w w a 0 W 4 a 0 w x 4 z 0 z Q U z w W F Q N 0 4 F H H U H tx a 0 0 H w w rn a 4 N 0 0 , U � �C U H a H U Q H rA z H U 3 4 > M a H x U F I W H F > H H W w a � U 0 W 4 Q Q Q � W w w H Z W > W O a z Vi M W H W W W w W U > ] Z �• © x 4 0 Z H a w a 1~ H a a a w U) rA > H x 0 Z 0 0 4 a a a a ] w , z 0 w C7 H z 0 0 0 H 0 0 w U �0 0 H 9 4 W cn H w H H 0 Z9 w H Z H Z w N H a 0 Q Z p Q 0 0 U U U a F Ha Z M H ( H W H W H H H a 0 W F H 0 z W U W W 4 W N x F U H a ow " 0 0 F a, 0 ] F 0 x a H x H H 4 z z z F 0 9 >4 0z x a 0 9 w W a 0 Z F H H W H �c � a � �� H H � Q z a A F W H U a xI w x a {� w H w W W U G� w W a x x x w N 0 AVIATION ROAD �F aye S55' 13 00"E �CO 100.00 I E n i � M — --- -_ - --, 1 STORY WOOD ° FRAME HOUSE f % ONGR 40.9p / i/ SLAB ASPHALT { 6.65' t 21.56DRIVE I ' GARAGE WC LANDS N/F OF O n , IUMBERLY BRENNEISEN N E 1 1162/335 M N { A Z AREA 7,795 sq.ft. ! ;� O 0.41 acres °' N f O x / / I } r x / Lx__ x---x X 46.75' N56130 00 W�,�� LANDS N/F OF JO SEPH & MAUREEN LEHET 650/527 • gg LEGEND: OIPF = IRON PIPE FOUND OIRS = IRON ROD SET/TO BE SET cn., = UTILITY POLE MAP REFERENCES: MAP OF A SURVEY OF LANDS OF ALMA A. BUTLER DATED: AUGUST 24, 1966 BY: JOHN B. VAN DUSEN MAP OF A SURVEY OF THE LANDS TO BE CONVEYED BY GEORGE & JINX HILL TO WILLIAM MYZAK DATED: NOVEMBER 15, 1967 BY: JOHN B. VAN DUSEN MAP OF A SURVEY MADE FOR JOSEPH & MAUREEN LEHET DATED: SEPTEMBER 8, 1982 REVISED: JUNE 19, 1984 BY. VAN DUSEN & STEVES DEED REFERENCE: DAVID L. & JOAN A. WATERS TO RICHARD C. BRAUNS & PAMELA PLUDE - BLACKMER DATED: JULY 21, 2000 BOOK T176 PAGE 55 %a. Du �•� &VOLATION St e v e S Land Surveyors 169 Haviland Road Queensbury, New York 12801 (518) 792-8474 New York Lic. ko. 50135 'IwAUTIQlRED ALTERATION OR ADOI110N 70 A IJRKY MAP KANN A UCENSED IMID SURVEYORS SEAL IS A OF SECTION 7200. SUB -DP " z OF THE MEN YM STATE EDUCATION LAIN.' 'pLYooFI�s FOOMRN,Or" La Tws&NM MVIOIm NIIM AN ONI0011L Q TH! LBW OURVhOR9 mAIBE TOVMSft CERVICATIONS WICATED HEREON 90NFY TNAT THIS SURVEY WAS MEPARED w ACCORDANCE 01TH TINE °GSG CODE ONSTATE A FGR LAM ADGP,m BY THE NEW YlDlec STATE ASSOCIATION OF MN7f'ESSgNAL LAID SURVEYORS. SAID CERTNICATI NS 94ML Rlw ONLY TO THE PERSON FOR TMOM THE SURVEY Is PREPARED. AND ON HIS BEHALF TO THE TlnE COMPANY. OOVERMEHTAL ,�Y AID `ENDING wsnTUIM LISTED HWON. AM '°"'B OFIM HDIM�"^^ON- 1 '` Map of a Survey made for CLUTE ENTERPRISES Town of Queensbury, Warren County, New York Date, JULY 30, z003 Scate 1 =30 �. � + 1 OF 1 1 11104103 FINAL SURVEY CLUTE DWG. NO. 00251-CLUTE NO. DATE DESCRIPTION 79-2-27 rin9210 A Residential Final Inspection Office No. (518)761-8256 Date Inrection request re ed Queensbury Building&Code Enforcement Arrive: at epa : _ '� a m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial . NAME: IT#: LOCATION: 7 TE: ~- TYPE OF STRUCTURE: Comment& N N/A Chimne Ht./"B"Vent/Direct Vent Location -- 1 1 Q� Fresh Air Intake b 3 inch Plumb Vent through rooftC� LT Roof Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in.or more �� _ �'�� Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers ..r. / Grade away from foundation 6 in. with 10 ft. Y4 ID Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate g .,:•� � � _ Z ffexposed Gas Valve shut-off 1 re regulator 18"above grade Gas Furnace shut-off within 30.ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low.water shut-off boiler Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwell safety glazing Interior Smoke Det ctors: Every level: j / Every Be room: Outside every bedroot area: Inter Connected: I Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 1/4 hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(hQ In accessible area Crawl Spaces 18"x 24"access, I s .ft.-150 s . ft.vents Building No./Address visible from road Final Electrical . Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification,if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C!O(Cert.Of Occiz anc ) Okay to issue Permanent C 1 O(Cert. Of Occn anc ' L:1SueHecningway\Building.Codes.Inspeetion.FORMSIRes.Final Insp.form 2.doAtdRed January 28,2003 h Re den ial Final Inspecti? Office No. (518) 761-8256 Date Inspection requ r cejwc%.- AA)V, 5 9,00 Queensbury Building&Code Enforcement Arrive: P, art: s.. 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi*iti s: NAME: P T#: LOCATION: r D 9TE: 0V-3 TYPE OF STRUCTURE: Comments Y/ N NIA Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof V/ V—I-zrzv-- CO3 Roof Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in.or more XV Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30,ft. or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating -Low water shut-off boiler Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Defectors: Every level: V Every BeAroam: Outside every bedroom area: Inter Connected: i Batter backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation XV Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 4hour fire.door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq, ft.-150 sq.ft.vents Building No./Address visible from road Final Electrical . Site Plan [Variance required Final Survey Plot Plan 6pv-3%-�t��G As Built Septic System/Sewer Dept.Inspection Sticker -A Flood Plain Certification,if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C 0(Cert. Of Occupancy) Okay to issue Permanent C 0(Cert. Of Occupan y) L:\SueHeniinpvay\13uilding.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited 3anuary 28,2003 Foundation Inspection Report Office No. (5 18)761-825 6 Date Inspection request received: nZV Queensbury Building&Code Enforcement Arrive; a Depart://I 742 Bay Rd., Queensbuly,NY 12804 Inspector's Initial NAME: PERMIT#: LOCATION: hVj&rZ,0A.) INSPECT ON: t TYPE OF STRUCTURE: Comments z Y N N/A Footing 's Piers Monolithic Slab f x;p Reinforcement in Place The contractor is resptsi,'her providing protection from freezin for 48 hours following the placeme of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place • Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Rackfill Approval Plumbing Under'Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codcs.Inspection.FORMS\Foundation Inspection Report.doc Sammy 28,2003 1 Rough Plumbing /Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: . {_ Queensbury Building&Code Enforcement Arrive:-am/pnj D part: t am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PEA#: oa-- C LOCATION: C` INSPECT ON: Elk�y TYPE OF STRUCTUYE- Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough lumbing/Nail Plates H u or t --Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes w.ACC-L-: f [Q Water Supply Piping Copper Commercial Coe, k R-5 opper,CPVC,Pex One&Two Family sulation Residential Check/Commercial Check groper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p D part. am/pm 742 Bay Road, ,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 0;� INSPECT ON: LOCATION: 1 `::03 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 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stop ing 1,000 sq. ft. floor trusses Anch olts 6 ft, or less on center ?ce'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 Vz 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\FramingFirestopping Inspection Report.doc January 28,2003 Rough Plumbing/Insulation Inspection Report 41 9/ / 3 Office No. (518)761-8256 Date Inspection request re * / -7 - _/ *QQ a a Queensbury Building&Code Enforcement Arrive:' *,W- 742 Bay Road,Queensbury,NY 12804 Inspector's Initials- NAME: 4 471 PERMIT LOCATION: 2420 INSPECT ON: 7 A3 TYPE OF STRUCTURE: Y Y N N/A I,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent Vents in Place o ail Plates Head or Air Supply Test Dfain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping C40P p erCommercial� ppt CPVC,Pex One&Two Family Insulation/Residential Check/Commercial Check -Proper Vent,Attic Vent Duct/Hot Water Piping insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: -L:\SueHemingcvay\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspection rec eceived: 17 Queensbury Building&Cade Enforcement Arrive: /pm part A a p 742 Bay Road,Queensbury,NY 1.2804 Inspector's In' a 6b NAME: G PERMIT#: LOCATION: INSPECT ON: ? 63 TYPE OF STRUCTURE: Y N 'N/A CON MENTS Framiri'g r Jack Studs/Headers f 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 Fire wall 2, 3,4 hour irestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 2) Fcundation Inspection Report Office No. (518)761-8256 Date Ins ectio "e Feeir 3, Queensbury Building&Code Enforcement Arrive: a Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Ijn7itla s:1P T 4. OP NAME: I PE" T#: LOCATION: cr ON: TYPE OF STRUCTURE: Comments Y N N/A Pootil ng Piers (---D Monolithic Slab Reinforcement in Place The contractor is responsible for -providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Back fill Approval 4P Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHeningway\Building.Codes.Inspection.FORMS\Foundadon Inspection Report.doe January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection reque c e greque c 5' Queensbury Bu*ilding&Code Enforcement Arrive: a p D art:t: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: C�'- P NO.: CT 0 LOCATION: --I ECT 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: Absorption Field: Total length Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping 'Size Type Building to tank Tank to s DX?Rilkydf�tlorr5ox t Id(Pit -ORening Seale VYYXPar Location/Separations Foundation to tank Foundation to absorption. ft. Separation of Pits Conforms as per Plot Plan _Y IN Location o stem on Property: Front ear Left Side fight Side Middle Front Middle Rear System Use-Status Approved Partial Approved and needs to be re-inspected,please call the'Building&Codes ffice N/ Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (51-8)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p epart:/VW s: D -1ahl/p Inspector's Initial 742 Bay Rd., Queensbury,NY 12804 NAME: PERMIT#: �rb LOCATION: W) QA 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 freezin for 48 hours following the placeme t of the concrete. Materials for this purpose-on site. Foundation/Wallpour Reinforcement in Place Foundation Danipproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 'n6es above footing mil of for wet areas under slab . Xaclffill Approval 4 Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Glade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Fouiidation Inspection Report.doc January 28,2003 Foundation Inspection Report r Office No. (5 1S)761-825 6 Date Inspection requqt received: Queensbury Building&Code Enforcement Arrive: anQ&� Depart: a pm 742 Bay.Rd., Queensbury,NY 12 804 Inspector's Initials: i NAME: PERMIT#: LOCATION: INSPECT ON: --7 TYPE OF STRUCTURE: Comments Y N N/A F-ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible r from fr providing protection from for 48 hours following the pla9ceent of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Danipproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. L;\SucHemingway\Building.Codes.Inspection,FORMS\Foundafion Inspection Report.doc January 28,2003 Offwe Use .GENERAL INSPECTION REPORT Inspector: Town of Queensbuay Ready at time .Dept. of Community Development Request received. 0 Meet: - Building& Code Enforcement At time: 742 Bay Road Queensbury, ATY 12804 ARRIVE am/pm. DEPAR • am/pm Notes: (518) 761-825b Inspector's Initials "I P NAME: r t(I-0 r PERMIT LOCATION:. T INSPECT ON(date): ,a lhz TYPE OF STRUCTURE: S12"I RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 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 ackfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation _ Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls It- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers BracingBridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\.SueHemingway\Building.Codes.Inspection.FORMSIGENERAL INSPECTION REPORT-doe Office Use .GENERAL INSPECTION REPOkT Inspector: Town of Queensbury Ready at time., Dept of Community Development Request received: Z Z Meet: Building& Code Enforcement r, At time: 742 Bay Road Queensburj; AT 12804 ARRIVE am/pm: DEPAR�P( �Mpm Notes: (518) 761-8256 Inspector's Initiats\1 NAME: PERMIT# LOCATION: tAl,(—S 47N1.+ INSPECT ON(date): 1 0 5-10 I LA TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS ootings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement gf-the concrete. a .teri als for this purpose on site oundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- coiling R- Duct work or piping in unheated spaces , R- Proper Vent,Attic Vent Framing_ Jack Studs/Headers, Bracing/Bridgmig-- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppin L:\SueHemingwa)`auilding.Codes.Inspection.FGRMS\GENERAL INSPECTION REPORT.doc r all -hall, seep ar lbClc parsa 0r,tjlis ' 0 a, orb nalj a Cl�4 r M �p�Gr`ra t�at, l al80jrs tt-as, f w a� - Up hat", � (� ha o"i gram ,, Ar = CoO AVIATION ROAD / p'� Q S55'31'00"E g03. uj r o _ _ � _ u � � n � 1 STORY I � o WOOD FRAME y 1101.15E g SLAM ASMIALT�I zi. DRIVE LEGEND: GARAGE / OIPF = IRON PIPE FOUND IN � zeq / OIRS = IRON ROD SET/TO BE SET O moo., = UTILITY POLELANDS N/F OF O I EIMBERLY BRENNEISEN N a1162/335 M I �' N z q AREA I 7,795 sq.ft. MAP REFERENCES: � h 0.41 acres °' �0a MAP OF A SURVEY OF LANDS OF N ^"w ALMA A. BUTLER DATED: AUGUST 24, 1966 / BY: JOHN B. VAN DUSEN ' MAP OF A SURVEY OF THE LANDS TO BE CONVEYED BY / GEORGE & JINX HILL TO WILLIAM MYZAK O DATED: NOVEMBER 15, 1961 X I / BY: JOHN B. VAN DUSEN MAP OF A SURVEY MADE FOR / JOSEPH & MAUREEN LEHET x / / DATED: SEPTEMBER 8, 1982 I L� REVISED: JUNE 19, 1984 BY. VAN DUSEN & STEVES I( x / 46.75' 8� gk N56'30 00'W K) i DEED REFERENCE: .. «< DAVID L. & JOAN A. WATERS O j m � RICHARD C. BRAUNS & T n.rnc N/F nr / n PAMFI A PI I IMF — RI ACKMFR I