Loading...
2010-413 A ` TOWN OFQ UEENSBURY IFOAF742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100413 Date Issued: Tuesday, July 12, 2011 This is to certify that work requested to be done as shown by Permit Number P20100413 has been completed. Location: 770 CORINTH Rd Tax Map Number: 523400-315-010-0001-047-000-0000 Owner: ROBERT BARNABY Applicant: ROBERT BARNABY This structure may be occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the '\ f s/! fy,', ` property owner of the responsibility for compliance with Site Plan, X 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. 0111101" TOWN OF QUEENSBURY ` . 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100413 Application Number. A20100413 Tax Map No: 523400-315-010-0001-047-000-0000 Permission is hereby granted to: ROBERT BARNABY For property located at: 770 CORINTH Rd in the Town of Queens bury,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. Owner Address: ROBERT BARNABY Type of Construction Value 68 THOMAS Rd Garage Attached LAKE LUZERNE, NY 12846-0000 Single Family Dwelling $140,000.00 Total Value $140,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-413 1608 sq ft single family dwelling& 564 sq ft garage $249.36 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, September 03, 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 own Que b , ay, September 03,2010 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement f f- _ 7 OFFICE USE ONLY TAX MAP NO.e rte' PERMIT NO.__ILL__-- _i—if J_ ____________.3_ FEES: PERMIT RECREATION—_ � - �r�-' ENGINEERING (If applicable) t PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTIONSUBJECT TO APPLICANT/BUILDER: OWNER: ADDRESS: a : T. - . - ADDRESS: PHONE NOS. (2''(o e/ (� PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: ()/t ( PHONE: LOCATION OF PROPERTY: D . yam,- LI! i li/) HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? , YES 0 NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL ANat46--- 'WV.0 '0 joi-- PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR Z O tx 0 a o cn PROJECT P. < 0 O co C1 w F- OC 0 F- OJ F• LL' W W p LL w o w 2 I- Q 2 z < < r- d N � 0u 0Ou DWZ a = �s SINGLE FAMILY Ni i / og /&©e 11 TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1 ?3) 5/ y Na., 61 " OTHER c0 IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: kw) FUEL TYPIZILA__. ,. , - B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? 'no ARE THERE EASEMENTS ON PROPERTY? 110 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 (1)&e4--t "get.t4,-4--ty/ 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 Office Use Only codesAqueensbury.net VISIT OUR WEBSITE FOR MORE INFnRMA r,r u I' OFFICE USE ONLY TAX MAP NO. PERMIT NO. f2t/I )PERMIT 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. Li2 OWNER: INSTALLER: e ... d aattc- � ern-t_ � /� • ADDRESS• lamJ- C. 1•DDRESS: 63 c.f.� I€,I I4 e[ , PHONE NOS.!O T(0—yS 2 PHONE NOS. 993---o 3 yo L 3 LOCATION OF INSTALLATION: 17 f 114 NO.OF RESIDENCE INFORMATION: YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW GARBAGE GRINDE a 1980 or older X 150 gallon per bedroom = INSTALLED?_ 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present 3 X 110 gallon per bedroom = 330 INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: Flat rolling / Steep slope %Slope ✓ SOIL NATURE: Sand 1/ Loam Clay Other ✓ GROUNDWATER: At what depth? 6 + o&_ ✓ BEDROCK/IMPERVIOUS MATERIAL: At what depth? I DOMESTIC WATER SUPLY: Municipal / Well (If well: Water supply from any septic • system absorption is ft.) OPERCOLATION TEST: Rate is inutes per inch [MPI] (Test to be 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 ��ne_ or architect(unless installe i a Plannin Board approved subdi ision). TANK SIZE: NAM GALLON (MIN. SIZE IS 1,000 AL.)Add 250gallons ta of the septic tank for • each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: / t i r iLT- }jc 25 ❑ ABSORPTION FIELD (WITH NO. 2 STONE) Total length 2-4761 ft. Each trench 6-2) X ❑ SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ALTERNATIVE SYSTEM Bed or other type? 'IrLerdlirA-4Cecrk ❑ 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 136-24 citthe Code of the Tovn.of Queensbury, any permit or approval granted which is based upon or is granted in reflance upon any math�+'ial misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, !hall be void. Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 p �`" ' am/pm Arrive: am/ De arty Date Inspection request received: Inspector's Initials: (� 6 NAME: ( PERMIT#: C 0 --1 LOCATION: 0 6, fArri — R I) DATE: TYPE OF STRUCTU .5)('� f Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers 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 Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom 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 Foundation insulation/Insulation Certification/Sticker on Panel Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: ( I l 1 1 NAME: 1 LOCATION: -1'1,0 Lot .1,3(,ikre-9 - PERMIT#: 7 al L) - L-3 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of ./ Community Development. Upon review the survey has : Craig :rown, Zoning Administrator • Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc , QueensburyBuilding & Code Enforceent - tr.denerfinal Inspection 9 No. (518)761.8256 Arrive: am/pm Depart:01 .am/pm Date Inspection reques received: I_ Inspectors Initials: NAME: a.YJ PERMIT#: At-- LOCATION: ..• t . - DATE: MAW. TYPE OF STRUCTURE: Comments: Ytl& L 4" Building Number Address visible from road Chimney Height I"B"Vent/Direct Vent Location Fresh Air Intake A/alalla 3 inch Plumbing Vent through roof minimum 6 inches �"/.ill111111111111 Roof Co ;• = 1 Exterior Finish Com•ete /.1111111111111 Platform at all exterior doors Mill11111111111 ( L_TL) Handrail 4 or more risers IMMIIIIIIIIII Guards at stairs decks •: 'os more than 30 inches above •rade MIMI 1 o Guard at stairwell at 34 inches or more MIMI L Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wali /sir interior/Exterior Railings 34 inches to 38 inches Fater Deck Brad •/Handica•. • Ram• Com•liant r11111110/ 012— f.---(ipet,,,SNitr Grade away from foundation 6 inches with 10 feet fgrAdal 6 inch clearance to sill plate W.Ea Gas Valve shut-off exposed/re.ulator 18 inches above .rade /.fir Interior privacy/trim/doors/main entrance 36 inchesW104. Bathroom i Kitchen watertight Safety glazing I Win in/stairwells fety g � Interior Smoke Det ars/Carbon onoxid Detectors Every level: E ry Bed m: Outsideevery bed area: �� Inter Connected: Batts backu•: / fLtfir\lt Attic access 30 inches x 22 inches x 30 inches = •ht in accessible area o'er Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 ft.vents 11111/.2111111,41 Bathroom Fans if no window MOM� Plumbing fixtures Foundation insulation/Insulation Certification Floor truss draft- ••.'n• finished basement 1,000 .ft. Olin 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 Fumace/Hot Water Heater operating Ili Low water shut-off boiler ��Lr�'s/ Relief Valve(s)installed/Heat Trac/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum lc GypsumKIN Basement stairs closed rise>4 inches Garage Floor Pitched Firaa.te Gera•= fi :•roofl • /3ft hour fire door/door doser MAIIII� Duct work Sealed property Gas Logs in Sealed or Glass Enclosure INIS FA Final Electricai Final Survey Plot Plan Mall Arc Fault Breaker in Bedrooms Flex Gas Pi. Bondi • IMAMS As Built Septic System/Sewer Dept. Inspection Sticker rd111,10 Site Plan I Variance required Flood Plain Certification,if required /J/IVA Okay to issue C I C or C/0[Temporary i Permanent] 1g, L:1Building&Codes Forms\Buitding&Codes\lnspection Fomis\Residential Final Inspection Form_revised_I00405.doc;Revised January 7,2008;Revised 6/26/08 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNNICI AL CERTIFICATE - ELECTRICAL APPROVAL Permit No. )0i3.Cert. N2 10996 Cut-in Card No. Owner 3, ' . :-. 'Ar/4/3.,V Location 7 76 Cle ► j 7 12-i) VC bury Installation Consisting of 5 G co Tryili 7 £fit ., / /tr-er Installed By k a. (3 4-90 Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making i ections at any time, and if its rules are violated,the Company shall have the right to rev ke his c 'fie te. Date 4 -2-3-/r •INSPECTOR U6� Member N.F.P.A.,I.A.E.I. Rough PlumbingI irisulation In épthn Report Office No. (518) 781-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:// `p ,am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials NAME: Q4 -) PERMIT#: LOCATIO : INSPECT ON: � P - TYPE OF STRUCTURE: _Le? Y N N/A 1 Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 1A 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 .r ;. • P.S.I for I5 minutes � Insulation/ - identiai Check/Commercial Check t‘,1 • -miler Exterior 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 COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough PlumbingI In ulna on inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:' am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials::01 NAME: I 1PERMIT#: . f 3 LOCATION: 'l (ri L-* k„ INSPECT ON: MEW. TYPE OF STRUCTURE: S40) Y N N/A •h Plumb' • /Nail Plates Plum•in, • /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/Head 50 P.S.i for 15 minutes Insulation/Residential Check/Commercial Check — Tyvek or Similar Exterior Sealant Proper Vent,Attic V • ---�---�, Door/Window =• (No Insulation] Duct i Hot Water Pip If required unheated spaces Combustion Air Supply for Furnace Dugtiwork sealed properly/No duct tape Yk. e r & C OMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 _A Septic Inspection Report Office No. (518) 761-8256 Date Inspect' request received: Queensbury Building &Code Enforcement Arrive: � 0 am/_*. Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's I itials: NAME: 4/ 2 7' PERMIT NO.: l� r J7/ LOCATION: ,Q/,v 77{ ,') ' INSPECT ON: '/4 k RECHECK: Comments and/or diagram Soil Type• • / .oam/ Clay Type of Water: unicipa Well Water Wate '•- -•.ration distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ' ) ft. Length of each trench ?ft. Death of trenches ���_ft• Size of Stone goLj r2,,ri.292 Seepage Pits: Number Size: x Stone Size: Piping Size/ ,yt Type � I Building to tank ( <-9 f j,1 Tank to Distribution Box I/ Gj Distribution Box to Field / Pit / Opening Sealed: N End Cap N Inlet/Outlet Pipes &Baffles V Y _ _ N Location/ Separations Foundation to tank V ft. Foundation to absorption 2—U ft. Separation of Pits ft. Conforms as per Plot Plan Y N 4z-z- !-( ' u 1c_ rT Engineer Report and As-Built _Y_ N 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 1 ...4u2..... eLA..51-- ,..."1,--c" .......,rdr..4n.....,r .4,-,,,„,-1,:-.4- „ALA— ,...v.,..,,...rwr -1,, ..-......7 N./K.., I 1.....- 4,,,,,F ••• py Nr-W 5 .. ..... . ._... „.... ...._. "I have seen or observed, or bets i awki evidence of, all objects such as houses, weilo., 6T,?..s, • s, etc., . ,. shown on this document. 1 al!-). personally measured the di:-,;... , , . ,-, ..1 t'h'e diagram."i. . ....7_, / - i . . SIGNATU -. UT ....,.... ) • L.") . 1 ,,„„,,,, ,,,„00.,,, *N. 10016.t [ L......... I 1 t .. 5 7 I......7,07....„ .........7,7_.—. Pr oPipsTg .77 E.. NS,. co ' ..- ..... ‘"Y r.4 1 1 qs-- cr / ___ i .... ; I • li t: e--- ,, i c ° 'fli „ . . / i / , ! 1 ,----- .., if / • • il /4e;--/--7)/ u• (i. r 3&ri--A_ /2./3-Ai'. r .. r I , . ... , 1----c:_-_,- ...._____...__ _________.......___..............-e,P...). : ........ 5?5 ........--. ..—..,....—..... ... ..,..-..... ... . ..„......1.21P ._ .0..r_...L.It\-(...-k........Rd. .. .,.. .... . ____.........,....___...._,...._,...._.._.._.,,,. ._... . ... exiltbt`' •- \ dc skAikti .4A0 . ..,„, Framing / Fires open ns• = «,on Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement 742 Bay Road, Queensbury, NY 12804 ' "'—ate pm art'�2: am/pm nspector's Initials: NAME: 'R9. 4 PERMIT#: �Q //.3LOCATION: 9'°'^¢ (- INSPECT TYPE OF STRUCTURE: Framing Y A COMMENTS: Attis-Aeeefs 22"x 30" minimum Jack Studs/Headers V �'�-- 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 t ) gage (8) 16D nab eat,side, Draft stopping 1,000 sq. ft. floor trusses ft or less on center ce and water : = • 24 inches from wall 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side "A 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:\Builder&Codes Fortes-OLD Building&CodesVospedion Fontisinsming Flopping Inspection amort doc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Insp9stioArequest received: Queensbury Building&Code Enforcement Arrive: -G"am/pm`pr. Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: \g'-' NAME: gPt/QiIF1 PERMIT#: /O `" 1/i LOCATION: 0."2_41)11-(_ P .D . INSPECT ON: l/ (4,l` 0 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. ateri: .r this purpose on site. _ un' :�ion/Wa •'ur Reinfo. -m s in P e 64eFoo g Dowels Keyway in place • / a Foun. tion P: i pproofmg 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 Reportdoc Last printed 12/20/2005 9:24:00 AM (Too) Z - 2 /Me - Foundationad InsI� ePtion R ort Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: j•(.3am/pgt Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: J 7-7 NAME: PERMIT#: /6.) LOCATION: 7 70 c Q r L t r i ti INSPECT ON: - TYPE OF STRUCTURE: Conpmentt �► Y ,' N NA Footings 4 J 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 • ••:: on site. Foundation/Wallpour 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 •.1 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\Inspedlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -70Ayt-t Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: 71 // 0 Queensbury Building&Code Enforcement Arrive: am/p Depart. am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: i3( -(Z-N 4 (5.\ PERMIT#: / C) — L"1 3 LOCATION: —fl 0 C r te. • j- f )116SPECT 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 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM C lose_ lo g-fiA4 Foundation Inspection Report 1 /1144 Office No.(518)761-8256Date Inspection request received: Q/ 1/ b Queensbury Building&Code Enforcement Ar 742 Bay Rd.,Queensbury,NY 12804 Inspector'svc ; �5 Depart: am/pm Initials:am/p NAME: A R N A PERMIT#: U LOCATION: 7-7 [ -- `i R._OADINSPECT ON: 1 /67 TYPE OF STRUCTURE: / Comments Footings Y N N/A 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 se on site. / oundation Wallpour 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 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 (v5e- Foundation Inspection Report �- 1 — Office No.(518)761-8256 Date Inspection request received: 9.Queensbury Building&Code Enforcement Arrive: �/f 742 Bay Rd.,Queensbury,NY 12804 ' am/pm DepartL am/pmInspector s Initials: 6/sA9 NAME: (3 42 X A (31 PERMIT#: / V – 1 3 LOCATION: 0 C ',.NT ISI R O4DINSPECTON: • 7/ ? TYPE OF STRUCTURE: // Comments ' Y N ''tings N/A 'iers 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 04 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:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM LA., - ,...„--c......,,,...,,r. 41........ 6..f...0,..., ,..........1%.?....r-\ ,,,,„......r. ,,... „,le 1 "I have seen or observeo, -..). 'j'-: ;c. ,..- ' -:,%'-' - ', ,'' •r; of, objects such as h,...,,...ses. wc.:-- !shown on this docunr,;it. rsonally measured :::e (1; or ::: '':'!a gra m. . i . -,..: . . . . A.,,,,:40. _______.....,,, cfE) . , i ; I C 1' "v'''' j '1 ( '1 1 i ..• , ' I' ...) . i . 4)1, i .----;,0E .4, — t _.-1.. ..... .. .......- . ----,,..,1—.-.. - lr• /'' _.... _ . 4 ..., „ 1 ..--- I,'- ,./ ,, 1..3, '2 • cb'') -- .,,,,,„/ , i / ' ,. , '. 0'. ,''•,„ ,er \ . , \ , .• i . — / \ f•-)C--t1,-;e:r- /' i .• -p \ I , if u.neA6r. c-arzock_ \ .. Atsi-iiii—iEs -c7i-c,*--••\ ; ._,,/ f 0!•••C -4(_,. t,r,,,,,;...t..„T,e- AI • (—OD, • c - ,,.., (79 5 ,,:r.,) ,': ' . -- .• 1 P it-- 5e.5 r?"-')/, .. (r'1,,...51--.-- 'i ii,•„-- . 'c'•\, t":?,c,'1, ... _ . . O ( ( NV N SGNVi ----- v ---- 6`141'E -------- .- p o _36----------------i , NASOr N SaNV7 Jf ACL � Ocoo !l 1 cm al I 1 ohs ', Ln 9v 1 0 N O o° i� - OCON N N I N o 1 w v cV 0ui I O IN- Ni W W o[ N pl I Lnl i Of awe - -" LO O o° 1 j 07 CN 1 O / N Lf)o I a O i o I U 5Q` z ' o W ° i \ CD �7— �� aye UV stw �a�7a � s • i . 7YMf l 3NN, [ s — •WHoo ' "Mwgµsy .tn e e ..«..« "1.'8 ami a QNYi wea v.a.a ar d ea } � (o &3 min + n p �F J n VU) 0 00 its- O� s0 O c» c^ o o ' 6P _j 0 CJ N i { r O M a �� JO 1 � MAP REFERENCE. PHASE 1 CERRONE WEST MT. ROAD SUBDIVISION DATED: MAY 7, 2007 LAST REVISED. SEPTEMBER 26, 2008 BY.• VAN DUSEN 8 STEVES MMNMX 1899 8 N06°23�_"�E LOT 15 50, 016 sq. ft. LOT 14 1.15 acres 3 "'3"0 o 10 O o O to N �- cRusnE� sr / ONE 5URPgCE . / I t CORIN TH N N 9 z ,= S06°23'48MW ROAD 56.3T W �O vj O �� N o 13 19.03' � C LANDS N/F OF WILLIAMS. JOSLYN �1MAUTHMZ Steves Land Surveyors 169 Haviland Road Queensbury, New York 12804 (518) 792-8474 New York lAc. No. 50135 D KTM7M OR AMTM1N TO A S OWY W V-~ A UMO40 IAIEI sURKIM sEK IS A %*UrON OF SEOM 7M. 5118 -MUM $ OF 7K NEW YORK STALE EDUCADON EAS!• ONLY WPES O & OF lK OF THS SURVEY IlwBtm wTN AN ORIOwK OF TH: tN1D 9UR1ilCRS SEK S QU BE CONSIDERED W BE VMD TRIS COPES• SURWYUSP10"M" MKON SM�,"NAT SO 9MtC NNs PWM" N AOCORDANCE wm TIE E7Y lK OODE OP PRACTICE FOR LAtn W §*0R A00PTED BY THE NEIN VM STATE ASSOLIAl10N OF PROFESSIONK LAIMI smeym sm cEno CAT m SHALL RHI ONLY TD 7K PERSON FOR MNON ft "%V Mi PREPARED. AIM) oN M BEO L O TME llll£ COMPANY. ODYFNWtNTK TO 7K SS MM OF TW LOOM °�° "°�°" "'° TO nE AssaNEEs a TILE iENDINO rm1TUT1aN.' Map of a Survey made for Robert Barnaby Warren Count New York Town of Queensbury, y, Q yN iia-ce, May ie, ewil Scate 1'=30' S-1 Barnaby DWG. NO. 05026-1-15 NO. DATE DESCRIPTION zc�l (7 —4k-�