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2010-010 Ik TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 ��� Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100010 Date Issued: Wednesday, October 13, 2010 This is to certify that work requested to be done as shown by Permit Number P20100010 has been completed. Location: 60 ELLIS MOUNTAIN Rd Tax Map Number. 523400-295-006-0001-003-001-0000 Owner. JAMES & ROSEMARY WALKER Applicant: JAMES & ROSEMARY WALKER This structure may be occupied as a: Garage Attached t By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the ,r / property owner of the responsibilityfor compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the !fin Director of Building&Code Enf rcemen Planning Board or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY coo 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100010 Application Number. A20100010 Tax Map No: 523400-295-006-0001-003-001-0000 Permission is hereby granted to: JAMES & ROSEMARY WALKER For property located at: WEST MT. 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. Type of Construction Value Owner Address: JAMES & ROSEMARY WALKER P.O. BOX 543 Garage Attached GLENS FALLS, NY 12801-0000 Single Family Dwelling $160,000.00 Total Value $160,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-010 1538 sq ft single family dwelling 1080 sq ft garage $214.56 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, March 05, 2011 (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 f Queei bury; / !E'd, March 05, 2010 1 ,19. SIGNED BY cf../irvv7� / \ for the Town of Queensbury. Director of Building&Code Enforcement 2757.: 6 -/- 30 / OFFICE USE ONLY TAX MAP NO. /16.:-)--' "7 li.r.2-a- ,PE- IT NO. 200 -- 0 10 FEES: PERMIT RECREATION (1LA- ; 1 .ENGINEERING 14 (If applicable) 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: \--\t1NKC'\CtC;TIA) V\c t S 'VAX OWNER: JAMES qzSC',M,1\R 1\161/2 - ADDRESS:.NIow c0 e�.1t2 \I T. , O56s I ADDRESS:SS. W35 VisI M1 .RA ,�b‘i N.y PHONE NOS. %ate•-4— - 362S PHONE NOS. .19\a--30-1-kC50 CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: 3c (Y \--E11., PHONE:tj\)-j-1 z-56:-: LOCATION OF PROPERTY: IAA fui&u,--YrAL- HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? IS YES 0 NO IF SO, INDICATE APPLICATION NO. AND DATE OFAPPROVAL: 4 D 3--- 00 a a Vit Lin,- ,7Gch4e5 �os.e►ti,,,D 9i,/c,..„., , • ,,,,,, PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z LLJ LL APPLY TO YOUR z j i c 0 C1 a F' PROJECT � W 0O p co w o w _J LL � � w IX Q d = = U Z Q Q � a N � o � o � Q Io SINGLE FAMILy X. \5 38 - . /VIU t..�CrLI 2� 0 , <J ` ` TWO-FAMILY 5/ MULTI FAMILY ..--- ___5 ') (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL TTAC s C GARAGE(1,2,0 X / D J 6 0.6'10SH \ OTHER 30`t FX 3 6 ri, /J IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: AJ(1( ESTIMATED CONSTRUCTION COST:`//i 4, t) U C. FUEL TYPE: L LIC AT TVI'fC. Vl\i�aA. t•_ s � n •.w. .. � -.'-.-. .., ..._ __ ._._ ___—_- -__ -_- _ B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? K t ARE THERE EASEMENTS ON PROPERTY? 151126's 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: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codesCa�queensburv.net Office Use Only VISIT OUR WERSITF FFP RAIID=IAICf DDR wrei,.. / OFFICE USE ONLY TAX MAP NO. PERMIT NO. 2olo-olopERMIT FEE 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:TANIEcj 4 OSE��11��/ -\IV�p1\-‘F� INSTALLER: �M�S Wf ADDRESS:1`35 \3.�\Y. *CAqv-1m 1zouH ADDRESS: \ "65 W. Ya. RA PHONE NOS. 5\$-3c t kCh5O PHONE NOS. 5\$ -3 Ol-- l4 50 LOCATION OF INSTALLATION: Vii�� �� � C by � Z 1-61- P �r1 RESIDENCE INFORMATION: NO.OF YEAR BUILTBEDROOMS X COMPUTATION= = TOTAL DAILY FLOW —� GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? O 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present 3 X 110 gallon per bedroom = 330 INSTALLED? IAO PARCEL INFORMATION: / TOPOGRAPHY: Flat rolling Steep slope %Slope f 14 ✓ SOIL NATURE: Sand / Loam Clay Other ✓ GROUNDWATER: At what depth? ✓ BEDROCK/IMPERVIOUS MATERIAL: At what depth? ✓ DOMESTIC WATER SUPLY: Municipal Well ✓ (If well: Water supply from any septic system absorption is 110 + ft.) ✓ PERCOLATION TEST: Rate is minutes per inch [MPI] (Test to be completed by a licensed professional engineer or architect.) PROPOSED SYSTEM FOR NEW CONS : All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless insta t ' a Planning Board approved subdivision). TANK FE: / GALLON (MIN. SIZE IS 1,000 G 'Add 250 gallons to the size of the septic tank for each garbage grinder, spih rlpool tub. SYST El ABSORPTION FIELD (WITH NO. 2 STONE) Total length /6-(-9ft. Each trench 3 x ❑ SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? El ALTERNATIVE SYSTEM Bed or other type? El HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? 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. Ink 10%00 Queensbury Building & Code Enforcement-- Manufactured / Modul inal Inspection Office No. (518)761-8256 Arrive: t`,* ' -tr; `part m Date Inspection request received: Inspector's Initials• NAME: [i0 [l L t' -ER PERMIT# ,.0 - O\ a LOCATION: CS;0 U,i h) MODS\F\\(O_BD DATE: [D M"a ._-__Lo_ red Home Modular Home X Footings / /Framing Foundation V Backfill / Comments: Yes No I N/A Foundation support,pier spacing. Per manufacturer / Ft ti'I&- -1- ),9,i36 AVVP___uo F CD cl—3-Z-C Anchoring per manufacturer 2'from ends , { Water line shut offT `6� L �� `� C -1-n1 Sewer line support @ 4 feet ✓ 1 Heating Crossover[doublewide}off gni. / Dryer vented outside V Skirting ventilated 1 so.ft.Der 1.500 so.ft. Hot water relief valve piping outside ✓/ Deck,porches,steps,railing ,✓ Fumace/hot water operating 1/ 1.(// Garage Fire proofing i Fire Door/Door losers Plumbing Fixture/3"Vent through roof[Modular] Foundation insulation[if applicable] Smoke/Carbon Monoxide Detectors/Interconnected / Final Electrical / Variance required YY Data Plate okay / Manufactured HUD seal okay f Warranty Seal after January 1,2006 Installers Warranty Seal 18'x 24'access or 22"x 30"attic access /%7/Vapor retarder under home 6 mil poly or other / -- 911 911 Street number \it- Okay to issue C/C or CIO[Temp./Perm.] � Model# Serial# \Ct -' C1 1- 12tA, istt.._ V F_. 1 (}•— 0,6 z- k Manufacturer '--`6 cSS t in.?��'C>tvl-AE Date of Manufacturer lr V—\C) V\A\,4:- kNo,WV—DD ,�k_ L:\Pam Whiting\2010\Building Codes Forms Manufactured Modular Final Inspection 03 04 10.doc 4( ` 1—e'6"--d { Z Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: V-3-70 NAME: tier LOCATION: k 046 /Th' -Rot . PERMIT#: /o* & 10 Final Survey Plot Plan _ Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has be Craig Brown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doe Rough Plumbing / Insulation inspe -tio • Report Office No. (518) 761-8256 Date Inmliqn r- • el r= a : Queensbury Building &Code Enforcement Arrive: 1,-ft,) a /p, ' - 'art: _ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial-: ,,4_ NAME: c31\�)/__-EPE' IT #: 1r) -( LOCATION: .a L "IP IN CT ON: - 3 -\� TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbin• Vent/Vents in Place 1 % 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/Hflrirnrnmes 50 P.S Insulation t Residential Chec k Commercial Check Tyvek or Si ant iL7 e ) 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 •ro• -ri /No duct to• - COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Septic Inspection Rep•It Office No. (518) 761-8256 Date In •-ctio r • i -•. -' "— 1� Queensbury Building&Code Enforcement Arrive: OffNIW ?�mart: �742 Bay Rd., Queensbury, NY 12804 Inspector'sr;' NAME: t 1 P,. IT NO.: / L LOCATION: t U i I l j j i'�'1 4 f -� : I ..ECT ON: / � RECHECK: Comments and/or diagram Soil Type• .,• :. Clay Type of Water: unicipal/ Well Water vJ‘i520‘) Waterline separation distance ft. _127'D Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length 4 ft. Length of each trench ri c�ED ft. Depth of trenches 2, ft. Size of Stone t"C Q-2r-V— 17© �\ c Seepage Pits: Number Size: x Stone Size: Piping Size Type ct �`�I Building to tank 'tom L► gt43 � Tank to Distribution Box L4.t' �p Distribution Box to Field/ Pit r LAI ( Opening Sealed: \ _N End Cap N Inlet/Outlet Pipes&Baffles ✓Y_N Location/ Separations AS � � � �� • Foundation to tank 1rq' ft. Foundation to absorption 7!. ft. Separation of Pits ft. Conforms as per Plot . -n N Engineer Report an• -B ' Y N Location of System on Prop-rty: Front Re. ' Left Side Right Side Midd is Middle Rear 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 kIL c z €- c9 ar a: cY' -7 LL oEL ►n o cs, u Ln :t 9 D'a 4 Q O m Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:i42.301/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 6$.4, --) NAME: b.% /ire r. PERMIT#: /O—O /( LOCATION: l--//,'.s Yui f rzoi 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 of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Fo • aterproofing Footing Dram• D light or Sump 0o 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:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundathon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM `/ Foundation Inspection Report Office No.(S 18)761-8256 Date Ins•: +'•n request received: 6a/ //0 Queensbury Building&Code Enforcement Arrive: Z anlipiew Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto 's •itials: `) NAME: Ltl A ( - PERMIT#: 1 o/0 r /0 LOCATION: ( C) f= LL—IS ,m i_ (Z-> • INSPECT ON: C,-/S// TYPE OF STRUCTURE: Comments J�r� i \ Y N NL vF F wC S i mi , i2-13 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 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 mil poly for wet areas under slab ,4a0c5 kfill 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM //2ovd Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p9 Depart:/Spm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: l J, NAME: k}O j r( PERMIT#: /��/ — V / LOCATION: ij1 5 flu? - INSPECT ON: ‘— ' —`e) TYPE OF STRUC /(c-11,4y-Z___ 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 concre - Material or i 's p s• on site. _ Foundatio /Wallpour Reinforcemen Footing Dowels or Keyway in place r-2-)0-41—C.311/44-Cr Foundation Dampproofing -444tc Foundation Waterproofing 3 v-e___01," Footing Drain Daylight or Sump at f �-� 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 I Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM (1 : 00) 1 -3 (--r1d' Foundation Inspection Repo Office No.(518)761-8256 Date Inspection d: Queensbury Building&Code Enforcement Arrive: ,`\;+', : n. \ . -3:3T pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials -i-- NAME: / �� ° RMIT#: /OO/ o LOCATION: /f, f f. 1201. INSPECT ON: 6-44-70 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 of the concrete. Materials is p se on site. , K-�= Foundation Wallpour f /� Reinforcem in P v �; 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 Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspection Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report ( ) Z Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:112Arim/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 1'J I lir.-1 PERMIT#: LOCATION: i9 tE/%S INSPECT ON: —/ TYPE OF STRUCTURE: Comments N NJA Footings Pies- Monolithic ieMonolithic 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 2p -2L`s , , Footing Dowels or Keyway in place `C�Foundation Dampproofmg 1,4-cox' Foundation Waterproofing 2 oL 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:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM c -e2/0 - c)ld r , , _ (2) #4 REBAR CONTINUOUS TOP AND BOTTOM Ns\ AI SEE HUNTINGTON HOMES DRAWINGS FOR FRAMING ABOVE THE FOUNDATION WALL Gl=kADE 1/2" ANCHORS AT 48" 0.C. AND 12" FROM CORNERS AND OPENINGS i a n� 0 0 8" POURED CONCRETF C,411(4) PY WALL W/#4 REBAR • IL AT 2.-0 0.C. rsx I ;n EACH WAY 4" CONC. SLAB WITH 6"x6" 10/10 W.W.M. En 40 o /MANATA� •n ,fit WW , •Pi iti \ \ (3) #4 BARS CO [N1 1h ' + T 20 ��� / OFE SId�P��� A TYPICAL FOUNDATION WALL .K1 .1 project sheet job no. date 2-17-10 WALKER FOUNDATION drawn by JPL SECTIONSI( 10 checked by 9 s / 3-1/2" SCH. 40 PIPE (4) 1/2" ANCHORS SEE SCHEDULE PER COLUMN FOR REINFORCEMENT 4111PMEIIIIII ii---imimrAme z\ MM,IIKILWMir 0 I, SEE SCHEDULE (, SECTION c N w V „ IRe 1.- � � 'l � ,tLl ip 4/ 2s<<s° off , * 0 FOOTING SCHEDULE (2000 PSF) MARK PLAN SIZE THICKNESS REINFORCMENT F2 24" X 24" 10" 3,-#4 E.W. BOTTOM F3 36" X 36" 10 4,-44 E.W. BOTTOM F4 48" X 48" 10" 5�#4 E.W. BOTTOM project sheet job no date 2-17-10 WALKER FOUNDATION , drawn by JPL SECTION SK1 e checked by D-409