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2011-153 ei411% TOWN OF QUEENSBURY Bay Road, 742 Queensbury,Q ee sbury,NY 12804-5902 (518) 761-8201 dew Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110153 Date Issued: Monday, June 27, 2011 This is to certify that work requested to be done as shown by Permit Number P20110153 has been completed. Location: 19 GENEVA Dr Tax Map Number: 523400-301-020-0001-079-000-0000 Owner: CLUTE ENTERPRISES INC. Applicant: CLUTE ENTERPRISES INC. 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 property owner of the responsibility for compliance with Site Plan Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. 1 O.& TOWN OF QUEENSBURY 414 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 4y Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20110153 Application Number: A20110153 Tax Map No: 523400-301-020-0001-079-000-0000 Permission is hereby granted to: CLUTE ENTERPRISES INC. For property located at: 19 GENEVA 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: CLUTE ENTERPRISES INC. Garage Attached 13 DAWN Rd Single Family Dwelling $115,000.00 QUEENSBURY,NY 12804 Total Value $115,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-153 1040 sq ft single family dwelling 400 sq ft garage $268.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,May 05,2012 (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 theQuee u ; !!, : .y,May 05,2011 4 SIGNED BY for for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY I -=, t TAX MAP NO. 3o . o-l- 7 PERMIT NO. - /I 1AP:; 0 c) ,l 11 d FEES: PE IT L RECREATION ENGINEERING pv(If applicable) diJ! J] 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:CJ j cc c-c-- \L. OWNER: L 3k_ ADDRESS: Co okke---, Ao e ADDRESS: PHONE NOS. ' 7c , 7. T7 PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 0 PHONE: kic't -`T<S`6 LOCATION OF PROPERTY: k t Ge ,i e.,___ J 0 0A4 0 4) .7c a DAD - I - 79 HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? )4 YES 0 NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: (T t',..Q,x1/4._ PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT0 C4 Ci APPLY TO YOUR z C1 w u_ u) PROJECT < I= Crp H O -' O = 2 D w .. U_ I-1- 2 la- . OAU In 0 0 z d f- i- OH � wz z Q ¢ - w N cn O ti I— LL Cl. 2 ots SINGLE FAMILY �( I _ t a k0 -10 O�O `N / g_,.." ((C 111 TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL /��� ATTACHE - V GARAGE(�2,�) 400 y00 ( I OTHER ��77rr Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: f ESTIMATED C NSTRUCTION COST: I. 17C L2 i FUEL TYPE: t1r„-fir C 4 5 HEAT TYPE: r.4 *HOW MANY FIREPLACE(S): (4 AND/OR WOODSTOVES(S): ci ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: 4}i ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office 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 prio : suance of a certificate of occupancy. 7 I have read and -..ree to the a•a c- Signed /I/ M4/(41 re. 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) Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 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 codesMqueensbury.net Office Use Only \ VISIT OUR WEBSITE FOR MORE INFORMATION �www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: _ Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY TAX MAP NO. PERMIT NO. /f I3ERMIT 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: (`3 '1 INSTALLER: ,D-Ne .,, �E7 g._ -c.4_, ADDRESS: ADDRESS: ( ' c--411 ,.A..)e c y PHONE NOS. PHONE NOS. —793 7�?7 J LOCATION OF INSTALLATION: 19 C- v.e,..o Pc--- RESIDENCE RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRIN E 1980 or older X 150 = INSTALLED? - 1981 -1991 X 130 = SPA OR HOT TUB 1992 present �] _ X 110 = ap-0 INSTALLED? "JPARCEL INFORMATION: Com' ✓ TOPOGRAPHY: FLAT ROLLI a STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT EPTH? I DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ftl ✓ PERCOLATION TEST: RATE IS PER MIINUTE 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 engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: \OO GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYP _ BSORPTION FIELD(WITH NO.2 STONE) Total length/50 ft. Each trench c X 0 ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? 0 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. I have read the r--• ations wit respec • is application and agree to abide by the e and all req rem-• of e 'awn of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary S- age Dis••sal 'rdin 4'ce. codes@queensburv.net —' VISIT OUR WEBSITE FOR MORE INFORMATION Si! e of"meson Responsible IDate www.queensburv.net Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No....,.., : ....Cert. 10993 Cut-in Card No..................................... Owner............... Location....... .... t............... . ,per....... ..... Installation Consisting of 7 4,'!'ice } (� C , ......••••• .......... & ,' y ....... ........ .....................:. ............................................. InstalledB .................................................... .................................. ............. ...................... ......I....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 ions at any time, and if its rules are violated,the Company shall have the right tolrevne this e Date.....�.' /jt INSPECTOR.. '..........r ' .......................................... ....:.................. Member N.F.P.A.,I.A.E.I. ( oo ') /O /i r "' •. q /Queensbury Building & Code"Enforcement - Residential 'nal •ection Office No. (518)761-8256 Arrive: \ c 4+, /p / -= : \2;tea Date Inspection request received: Inspector's Initials.----.cep — 5.. NAME: C 1,4t, P' /IT#: LOCATION: I/ &Pt•���..- lf', . E: /ZZE1I TYPE OF STRUCTURE: Comments: Yes/ No NIA 4" Building Number Address visible from road N, 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 V Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade tJL 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 7/ Interior Smoke D, ctors/Carbon Monoxid/Detectors Every level: Ev ry Bedro9r : .1 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.vents4 ✓ Bathroom Fans,if no window --,---- -----/ Plumbing fixtures Foundation insulation 1 Insulation Certification/Sticker on Panel iy 'L- zQFloor truss,draft stopping finished basement 1,000 sq.ft. TEST R�� °O� Emergency egress below grade / ✓ J`t5 Gas Furnace shut-off within 30 feet or within line of site Y Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler / Relief Valve(s)installed/Heat Trap/Water Temp 110 �/ / Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum ,/ Basement stairs closed rise>4 inches Garage Floor Pitched ✓ Garap fireproofing 1%hour fire door/door closer Duct work Sealed properly // Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan / ‘bNAL bvq-N)E_`� 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 I C or C I O 1 Temporary/Permanent] / ' L:1Building&Codes Fomis\Building&Codesllnspection Forms\Residential Final Inspection Form revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10 Rough Plumbing1 insulation Inspection Report Office No. (518)761-8256 Date Inspection req t ce' - •: Queensbury Building &Code Enforcement Arrive: Lit‘01 a r p ' •art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia : %� NAME: Ct OTE _YV.H, k.)E1-) PE', IT#: LOCATION: IN��'ECT ON: (Q-- 2.4--1, TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbinj Vent/Vents in Place s 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve 100 feet/chan►e of direction Pressure Test Drain/Vent Air/Head 5 P.S.1. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.1 for 15 minutes Oglc, Insulation/Residential Check/Commercial Check ?Sc..E-N ?AA* Tyvek or Similar 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 I Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003,revised February 15,2005, revised January 7,2008 • . GRAINY Consulling, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 06/23/2011 Clute Enterp ' ,Inc. 6 Holden Av e Queensbury,NS 12804 Inspection Actress:Lot 24-19 Geneva Drive,Queensbury NY 12804 Report Num r:0623110 Dear Pam: At your : the Blower Door Inspection of the post construction test to verify infiltration rate i f the house as per requirements of the NYS 2010 Energy Conservation Construction •e of the above property was performed on 06/23/2011. GRAINY Consulting,L I is pleased to submit the following report. The following to was provided: - S Footage of the house,including conditioned basement=2,444 SF - Vo • e of the house,including conditioned basement=18,044 CF Based on above,the following test data was collected: - Infiltration Rate,including conditioned basement at 50 Pascal=801 CFM - ACH50,Actual Changes per Hour at 50 Pascal=801X60/18,044=2.66<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%calibrated minimum once per year. Thank you for selecting our company.We appreciate the opportunity to be of service. Please call this office if there are any questions. • fi Sincerely, Ofrroif- VSQ`A.‘ Cia%-s‘-\ tI J Stan Grainy, PE NYS HERS Energy Rater BER-041 "''- $ . NYS PE 065406-t 3;tib . . . d d i.0:Z0 6 I VZ unf 9,i1r. Framing / Firestopping Inspection Report Io--/a r , ,,„ Office No. (518) 761-8256 Date Inspection request received: L/17/,l c a /6 as. Queensbury Building &Code Enforcement Arrive: () • .) am/pm part: am/pm Piz 742 Bay Road, Queensbury, Y 12804 Inspector's Initials: fL� 1 NAME: Cly l/- Dtt/k PERMIT#: 01`l':5 3 LOCATION: i�ci (�eii a✓&. / . INSPECT ON: i/ / /a151 I/ TY OF STRUCTURE: _ 1.}- 1.L 1-1 ,,E.5 FO 7 C / N Ng COMMENTS: Framing 0 C� \ V Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing I 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 1 Bearing Walls Metal Strapping for Notches Top Plate 1 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 aril water shie1424'inches from wall ij ,, i - 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 'A inch or 5/8 inch Type X Garage side 518 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-0LD\6uikiinq&Codes'Jnspedion Fotms\Framing Firestopping Inspection ReporLdoc Revised January 7,2008 6;./det. Rough Plumbing / In u at ion n ection Report Office No. (518)7814256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: �` 1 C) am/p art: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials: NAME: OktPERMIT#: - LOCATION: INSPECT ON: Afr717 TYPE OF STRUCTURE: N N/A Rough Plumbing I Nail Plates 1111 Plumbinj Vent/Vents in Place 1 14 Inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve 100 feet/chap!e of direction Pressure Test Drain I 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.1 for 15 minutes Insulation/Residential Check/Commercial Check T ek or Similar Exterior Sealant • 1 Door/Window Sealed ► o Insulation rra�� uct/Hot W=s S Eng Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Repostrevlsed Nov 17 2003,revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: _am/pm Depart:C am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: (Z t.tc LOCATION: &C-I`-r4- INSPECT ON: ti( ot. TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers <� Bracing /Bridgi V [ r`-"a__57 Joist hangers Jack Posts/M in Beams Exterior sheeti Tiled pro y 12" O.C. 1 Headroom 6 ft. 8 in.. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/ Holes / Bearing ails Metal Strapping for Notches Top Plate 1 '/a(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 2/inches from wall Fire separation 1, 2, 3 our Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulati n 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:1Buiiding&Codes Forrns-Oi_D\ uilding&GodesUnspection Famns\Framinp Firestopping Inspection Report.doc Revised January 7,2008 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: 4 -II NAME: fv 1 LOCATION: /g. ( e PERMIT#: '1,S73 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: • Craig Brown, Zoning Administrator Notes: L:1Suet-lemingway\13uilding.Codes.lnspection.FORMS\Final Survey Zoning Administratordoc kk -- Rough Plumbing / Insulation Ins ec on epo Office No. (518)761-8256 Date Inskedon request received: Queensbury Building &Code Enforcement Arrive: )D'S am/pm, Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: f •'Kev — _1 r -r INSPECT ON: dipa TYPE OF STRUCTURE: Y ' 1d NIA Rough Plumbing/Nail Plates Plumbin• Vent I Vents in Place 1 %Inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve 100 feet!chan a 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! _r. , • • 15 minutes idential Check!Commercial Check milar Exterior Sealant Proper Vent,Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Su • for Furnace Duct work sealed properly I No duct tape \k) St‘ 0[01/0 1 COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003,revised February 15,2005, revised January 7,2008 /f 2 )( ` //) / Z_ (l 4?(r Rough Plumbing I Insulation Inspection a rt 9 9 � Office No. (518) 761-8256 Date Inspection reque F= Queensbury Building & Code Enforcement Arrive: 17:c:T a • • •-p : \7_,^-k ar 1 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: / NAME: ,(-1 i/1 0C . PER IT #: //- LOCATION: l `-7 6 ,,E,,.e;,rn, INSPECT ON: ,7-�5-/i TYPE OF STRUCTURE: �ki.. \ k Y N N/A Rough Plumbing / Nail Plates \.- Plumbing Vent t Vents in Place ';17 ; FLY4— 1 % inch minimum Drain Size , Washing Machine Drain 2 inch minimum , Cleanout every 100 feet 1 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 --ijr' ,..,Air-0-lead t. ��-��� 0 P.S.I fo -minutes .�`� ,\t� I✓ nsulation esidential Che /\Commercial Check ( Tyvek or Simila ' r a if •-'- °\ \ Proper Vent, Attic Vent k)1' Door/Window Sealed (No Insulation) Duct 1 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 Framing / Firestopping Inspection Re rt Office No. (518) 761-8256 Date Inspection ue r ived: 7 3 ; Queensbury Building &Code Enforcement Arrive: V 1 tt pn71 �i part: L a. /p • 742 Bay Road, Queensbury, NY 12804 inspector's Initial : ' « Ili L p I ea NAME: ( • � ERMIT#: 0( LOCATION: INSPECT ON: Ater_ , PE OF STRUCTURE: )1 1-19 '' 1 Y N N/A COMMENTS: rami Attic Access 22" x 30" minimum Jack Studs/ Headers I/ Bracing l Bridging V/ 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 V 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 water shield 24 inches from wall F a separation 1, 2, 3 hour /Fire wall 2, 3, 4 hour irestoppin• ation 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. (IOV) 5.7 sf above /below grade 5.0 sf grade L:1Building&Codes Forms-OLD\BuIldino&codes\nspection FomislFraming Firestopping Inspection Report.doc Revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re •-s r- «rived: 7�., Queensbury Building &Code Enforcement Arrive: \Q-fD • /p 9 -part: Af,;/a • •- 742 Bay Road, Queensbury, NY 12804 Inspector's Initi• ,r, (_i/-- I S3 NAME: (moi • I PER?1 #: LOCATION: !g i'--i/c.1 / ;�-C� INSPECT ON: `00e7/ TYPE OF STRUCTURE: ough Plumbing / Nail Plates PlumbingVent/Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test f Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes 7f Pressure Test / Water Supply Piping ✓ '� Air l Head " U J -��� 50 P.S.I for 15 minutes Insulation I Residential Check/ Commercial Check Tyvek or Similar 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 T Duct work sealed properly I No duct tape COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 /6--/c -/D 1., Septic Inspection Report Office No. (518) 761-8256 Date Ins io -. .- - :ivy• - ; Queensbury Building &Code Enforcement Arrive: t:=L1 • •.� 9r rt: Ill1g a• r•- 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _ _ NAME: atk t' PE' r NO.: (72.01l -/ -.3 LOCATION: 06ePtt'dC ii,em- IN'P ON: Sl3/ 4)l RECHECK: Comments and/or diagram Soil Ty; •_ .u a / Loam / Clay Type of Water:VA unicip- / Well Water Waterline ea,: ation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A [150'to well required if NO] Absorption Field: Total length ` ft. Length of each trench 17 C2, ft. Depth of trenches 2_ ft. Size of Stone 1� Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank i--I" '7C)k Tank to Distribution BoxN` "r Distribution Box to Field/ Pit / ---x•1 Opening Sealed: N End CapTN Inlet/Outlet Pipes&Baffles N Manholes 12"or less below grade . Y [provide extension collar if Yes] _Y • Location/ Separations Foundation to tank 10°-C ft. AS BUILT Foundation to absorption y . Separation of Pitsft. Conforms as per Plot Plan N Engineer Report and , -B it Y N ETU Maintenance Contract _Y N provided Location of System on Property: Front Re Left Side Right Side Middle Fron Middle Rear S stem Use Sta s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc atlL _cd07.. Framing / Firestopping Inspection Report Office No. (518)761.8256 Date Inspection request received: Queensbury Building&Code Enforcement Awe' :7-1Z- amlprn Depart am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: \JR NAME: PERMIT#: LOCATION: /7-/ (e.e Jc.. hr _ INSPECT ON: TYPE OF STRUCTURE: I N - 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 'A(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses •° I- 8 . or less on center Ice and water sh = • 24 inches from wall ANL GC-- .L- -3• (on1, 2, 3hour 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 518 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:1Bultding&Codes Farms-OLDSutidIng&Codes Inspedhon FocrnsWourning Fin stopping Inspection Reportdoc Revised January 7,2008 (i : c') 1 -/o .-- (5062ad Framing / Firest ping Ins 'on Report Office No. (518)761-8256 Date I ,_2,4-g.ilig, request received: Queensbury Building&Code Enforcement Arrive CRUM a part: am/pm 742 Bay Road,Queensbury, NY 12804 Inspecto s nitial • NAME: . C PERMIT#: / LOCATION: /7 NPV1X INSPECT ON: TYPE OF STRUCTURE: Y N N/A- COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing I 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 6(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses - 6 or less on center f7M11 (#/ / . Ice and water sh Id 24 inches from wall 1, 2, 3hour # OK AT gGki< Fire wall 2, 3,4 hour Firestopping C91 �� / "� ' .-2- FRoArr Penetration sealed 16 inch insulaation in cavity min. Garage Fire Separation House side 6 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 1 below grade 5.0 sf grade t.:VBuilding&Codes Fcims-OLDlButiding&CodesVnspection ForrneVrenthig Flrslapping Inspection Report dee Revised January 7,2008 (4:/ 'r /s k 2 4sJa Foundation Inspection Report Office No.(518)761-8256 Date Inspection eiv::. Queensbury Building&Code Enforcement Arrive: % j j :, ' 6 epart: -21;4-.. am/,r' 742 Bay Rd., Queensbury,NY 12804 Inspectof's Initial 170k. ..... NAME: 1� PERMIT#: //— .� LOCATION: l 1 (-.r'i'g- ;l'c'l br INSPECT ON: ( G/`-- TYPE OF STRUCTURE: --1Commenter /--111111/1010-)\--k- C--- 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 V , Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: v _ 12 inch width 6 inches�above footing 6 mil poly for wet areas under slab Backfill Approval Vi ' -lumbing 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 k • • Foundation Inspection Report Office No.(518)761-8256 DateIaspecti'on ed: Queensbury Building&Code Enforcement Arrive: ' : ►, ►► :*art: = pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials , rr NAME: CL�7i'� # LOCATION: — .. ►, w : , ' SPECT ON: F4 —11 TYPE OF STRUCTURE: Comment" Footings Piers Monolithic Slab keE l 91PIGLE G. Reinforcement in Place c?k_F't P` kpLet�The contractor is responsible for —� �. -- pmviding protection from freezing for 48 hours following the placement WgE m l7 MO B-N -U7 of the concrete. •�,�,�.�`J Materials for this purpose on site. _ toe-m ab , • Foundation/Wallpour Reinforcement in Place (2...x-c- FootingDowels or Keywayin place Pu J Pus\-- k_ Foundation Dampproofng • INC C6 4. c---\--EA13 Foundation Waterproofing (5—V\--\ Footing Drain Daylightor Sumpta . � '��� � ‘1641-tet) Footing Drain Stone: 12 inch width IN 6 inches above foo 6 mil for wet 0 ZECT1 C`� Mpoli► areas under slab �E o Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R. • Rough Grade 6 inch drop within 10 ft. L:1Bunding&Codes Forms\BuiWtng&Codes\Inspei tion.FomisWoundation inspecdon Reportdoc Last printed 12/20/2005 9:24:00 AM 054(09/2011 MON 15:57 FAX 5187454437 Community Development 0001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 4823 DESTINATION ADDRESS 97430955 PSWD/SUBADDRESS DESTINATION ID ST. TIME 05/09 15:56 USAGE T 00' 38 PGS. 1 RESULT OK • • Foundation Inspection Report • : ; ( 761.8256_ su es Code Eaforcement Aviva: . .1.,'1.11 M:.•:1rZIE 742 Eby Rd,Qaccnsbury,NY 12804 Inspector's NAME: 1 _..LOCA' TION�:y*T sliir _ 1 M Or,1 : aN: TYPE OF STRUCTURE: .•. • FI�1 � . R �tb' © S Pia i�R UJ t eJ6 e. uC1.• . T�'► Monolithic Slab tre \ .Reinforoement in P . RA- 'c` ?LAO The contractor responsible for tOckizcr ‘ID providing protection freezing for 48 hours following the placementE a a c.ktin.E. ELNY4i of the concrete. �,► Materials __ __on on site. — .CXYT- • uJ Youndation!Waupour -i l 1, ►-:111 11 N�PNIA x.) ‘A . -rvke-- 0 93t-1• - • •• Footing Dowels Keyway In place Pu 0 Q biz— ?Luc kJ Foundation W o �' �= L� Footing min Dorwar sump JR. „4,6, Fogg Drn • 12 inch width •6 Inches above fimting '� Na 6 nuu �. ► s under slab • '`,C'1 .—'�"c� �N1 IaahBa Approval . Numbing UndeiS b .�. PVC/Cast Mapper ' 7_5 ,CSD -` Foundation Inspe Y tion Report Office No.(518)7614256 Date Ins tioreque 'v' ved• - Queensbury Building&Code Enforcement Arrive: / 7, fin m Depart:( <<f, pm ' 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial:. �d — NAME: PES' IT#: LOCATION: ( lea-) If( INSPECT ON: 6 -// TYPE OF STRUCTURE: Comments (' Y / N N/A Footings J i Piers � v J .\7—) Monolithic Slab ‘-\ Reinforcement hPlace The The contractor is responsible for b providing protection from freezing for 48 hours following the placement �� "": of the concrete. ,v Materials for this purpose on site. Foundation/Wallpour � `�-- aJ Reinforcement in Place ( p -UIP\:\•\60 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:\Bul{ding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 flLE Ifc :Z13 1 .70 vc � l • C,..-certme � I 1e ci C om- (.A. c", ( OçZy) . . //-/5-3 _.......... 1 X•, • • . „i i ..\.\.,..y::.). toNe se , „ \.10(ses ' "' 6 0.,i`..' kb\s 600'1'• v. I S\-04"(11 ccieBS'. j 4f _ --------6-1------- J i 3L- Tqllti/ 1 i ! t ( . • ' - ic•L i 1 , i i .... I , 1 i t - ....._ ..._ 1 i 1 1 • , i 0 1 1 1 1 . ; I -r- . [. . [ 1 —.---. # 1 1 f 1 . I , . 1 g i # 1 I i ! i 4 1 • I ii . t ! 1 i.. f . • 5,: 1 9 30% .4o - • \ \--\b3 3 50 ' Lin e_5 p� -2 t� 201 CT 2 L, ( ic1 bcg-f"' -�I r � 2 c MAP REFERENCE SUBDIVISION PLAN & MAP OF A TOPOGRAPHIC SURVEY MADE FOR LARRY W. CLUTE BY: VAN DUSEN & STEVES DATED: JANUARY 29, 2007 LAST REVISED: AUGUST 15, 2008 LOT W 25 0 0 rn M � o z 19.5 S83° 44` 191,E 1000 01, " 86.3 20.4 co c+� o � I Q) �1 LOT O 0 23 0 700.00 LUMLMES O ❑ ❑ O P11 05"W GENEVA DRIVE � j ,,, ( ��- ,�Q I'yp`�../ 169 Haviland Road Queensbury, New York 12804 (518) 792-8474 New York Lie. No. 50135 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEY SEAL ISA VIOLATION OF SECTION 7209SUB-DINSION 2, OF THE NEW YORK STATE EDUCATION LAW.' RKED COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES." IS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL i LAND SURVEYORS, SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUITION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION." �q, jylP Of a Survey made for g gg ®® eA L Baker i D awn ^ Y y e r J u c e tt Town of bur , Warren County, New York Queensbury, Q y Scale "-2Q� J '''yyy A -� ■ S-1 ii SHEET 1 OF 1 JUCKETT DWG. NO. 95001-24 NO. DATE DESCRIPTION �'