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2003-687 t TOWN, OF QUEENSBURY 742 Bay Road,Queensburry NY 12804.5902 (518)761.8201 Community Development-Building&Codes (518)761.8256 r�rDT r I I TE F I OF OCCUPANCY Permit Number, p20030687 Date Issued: Wednesday, January 25 2006 This,is to certi�that work requested to be done as shown by Permit Number P20030687 has been completed, Tax Map Number. 523400-'308-017-0001-031-000-0000 Location: 163 NORTHWEST RD,,OFF Owner. RICHARD&MARJORIE SALERNO Applicant; RICHARD&MA.RJORIE SALERNO This structure maybe occupied as a: Fireplace By Order of Town Board Garage-2 Cars Attached TOWN OF QUEENSBURY. Single Family Dwelling 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, TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030687 Application Number: A20030687 Tax Map No: 523400-308-017-0001-03 1-000-0000 Permission is hereby granted to: RICHARD&MARJORIE SALERNO For property located at: NORTHWEST RD.,OFF 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: RICHARD &MARJOR11E SALERN Fireplace 56 BOATHOUSE Rd Garage-2 Cars Attached LAKE GEORGE, NY 12845 Single Family Dwelling $250,000.00 Total Value $250,000.00 Contractor or Builder's Name Address Electrical Inspection Agency Plans&Specifications 2003-687 2019 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $322.28 PERMIT FEE PAID -THIS PERMIT EXPIRES: Mond,ay—, Sept (If a longer period is required,an application for an extension must be made to the code Enfbrccme?tt e-1--1--- of the Town of Queensbury before the expiration date.) Dated at the Tqwn-qif Queen September 11, 2003 J�u rury; Th rsday, S _ SIGNED BY J //7= for the Town of Queensbury. Director of Building&CoNdenforcement TOE OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (5]8)761-8201 Community Development Building&Codes (518)761-8256 ' BUILDING PERMIT Permit Number: p20030687 Application Number: A20030687 Tax Map No: 523400-308-017-0001-629-000-0000 Permission is hereby granted to:, RICHARD' &MAR ORTF, SAL ERNO For property located at: . NORTHWEST RD.,OFF 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: RICHARD &MARJORIE SALERN _ 56 BOATHOUSE Rd Fireplace LAKE GEORGE,NY 12845 Garage-2 Cars Attached Single Family Dwelling $250,000.00 Total Value $250,000:00 Contractor or Builder's Name 1 Address Electrical Inspection Agency. Plans&Specifications 2003-687- 2019 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $322.28 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 11, 2004 (if a longer period is required,an application for an extension tn st be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the ow Quee ury• Z;h irsday, September 11;2003 SIGNED BY for the Town of Queensbury. Director of Buildin &Co Enforcement Building Permit Application Town of Queensbury Department of Community Development,742 Bay Rd., Queensbury,NY .12804 (518)761-8256 A permit must be obtained before beginning construction. Permit No.: y �J No inspection will be made until applicant has received a Fee Paid: valid building permit. Form must be completed. Rec.Fee Paid: `'- Reviewed By: Applicant: �/G �2e'1 S. GL (� Owner: Address: Address: Phone#: 61S Phone#: 3-7 77a 2 Ce e 4 Tax Map Number; Q --J -2 (/$ ; /'7•-- 1 -�s3 1,3oS,, ,'? _/ -3/ Subdivision Name: (if applicable) Lot Number: t House Number: /Street Name /VO�Q: 1,, GM7 iZc� OR Property Location: J G, J 1V061-22'yli eSl- 01 Q G ,vilS,tSu.Cy New Building: Reside /Commercial Estimated Market Value of Construction: a.-S`V 000 o� ❑ Addition: Residential/Commercial If an Addition,what will use of addition be? ❑ Alteration: Residential/Commercial ❑ No change tc Exterior size: Residential/Commercial ❑ Other work: (describe ) Check Below Occupancy Info 1"floors ft. 2° floors ft. Other floors ft. . o d1-S 1a`t# P c3' 4• q. q. H. Single Family Dwelling /.5-?.8 441 Q 2003 Two Family Dwelling Townhouse tt s- ,iaz7 i:N BunY Multifamily Dwelling ° I OOi'3fa r#of units Office Mercantile Manufacturing r 1 car.detached garage 2 car detached garage 3 car detached garage 1 car attached garage 2 car attached garage OG) 3 car attached garage Storage Bldg.,Comm. Storage Bldg.,Res. ' Other What is the proposed height of the structure: Zg9� feet _inches . Will any second-hand or ungraded lumber be used? If so,for what? dV o No.of Fireplaces to be installed: =� No. of Woodstoves to be installed: List below the person(s)responsible for supervision of work in regards to Building Codes: Name Address __Phone-No.__—_ --- _Buildee-` 21G 0 t u � 51Z9 Plumber 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 or noted, and that such work is authorized by the'owner. Further, it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey b licensed su a awn to scale,showing actual location of all new construction. Sign (circle oneP o owner's agent,architect,contractor) Fire Marshal's Office Town of Qdeensbury,742 Buy Road,Queensbury,NY (518)761-8205 / Application for Fuel Burning Appliances. & *Ch i rn n eiy�s,' applicable to 'solid fuel'&vented gas .ap0_li$h.appliances, Date . _, 20 ( ) 6q Permit No. 00 Application is hereby Inade to the Building Codes-Office for the issuance of a Building and Use, Pennitpuesuant to the New York State Fire Prevention and Building Code,.L_,The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and till conditions that are part of these requireinents and also will allow all inspectors to.enter premises to peiforni required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Stove wood coal pellet gas Name: Fireplace insert Address: 2 d Fireplace, factory-built: gas PiF&pfi6e, masonry: w66r, gas Furnace: wood gas oil Phone: C n a wt,,3 If non-inasonary applicance, please provide Manufacturer Name: Address:Owner:— Model Number: Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue the istMl'G -- size: inches Exact Address: QJ 0f4er-, of construction or installation Factory-Built Manufacturer name: Model Number: Note: Listed By: (L Number: Construction lInstallation must conform to NYS Fire Prevention &Building Indicate(circle)chimney material: Code. Consult available Town of Queensbury -,--"- , � D"Double Iaii %, Triple wall :01nsulated Y Direct venting Handouts regarding required inspections. Chimney Linei 274>WW= COX xW W-k-ox-Ar Fire Marshal Code# $Collected S Refunded Receivedfi-om (refunded to)R1\_N,4 kv,;V. J I' addi ss; A-1733389 (190) Public Safety A 233 2655 (230 Minor Sales DATE. j White(Applicant) Green(Fire Marshal) Yellow(Bldg.Dept.) t Pink&Goldenrod(Cashier's Dept.) Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: ............:........._.................--.................---.............................................................................. .......... Office Use Location of installation: 6.3 2 d QGt>GiC:cs6u2j� File Permit No. It Tax Map No. Fee Paid Owner's Name: Address: S-C, 2. INSTALLER'S NAME i21Gbr�,e� SllG�lc'/tt0 PHONE NO. GJ-G SZD 3 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrrn = 1980- 1991 x 130 gal/bdrm = 1991 -present 3 x 110 gal/bdrm = 3 3 0 Garbage Grinder Installed yes / no Spa or Hot Tub Installed yes / no 4. PARCEL INFORMATION: (circle applicable iRfprmation&indicate measurements) sCtz SU60tVzSNprt t'' Topoigra-phy Soil Nature Ground Water Bedrock or Im ervious Material Domestic Water Sppl3l Flat sand at what depth at what depth municipal Rolling loam S feet feet ell teep s o e clay--" SS a ,n a lo S�a rp 17,0 z well; water supply _ slope other t(,S ,from any septic-system S-ag- /nap depth.. absorption is /QO ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 'V) GTIGN y--wB p+Ja2T/1Gv S? �GLiSz� 5. ; PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: ��--gallon min. size 1,000 gal.) 41UU Tile Field: each trench ✓ft. Total System Length: ft. Seepage Pit(s): number of size of each: ft. by 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 N.ote. Alarm System-ard-associated electrical work must-be inspected by a Town approved - - - — electrical inspection agency. 7. SIGNATURE &s INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsible person Date • � ��O�Vtl tit• tZtiLt+tl;al)tti'y - ;ii:wa) :�x:tl :icw;il:e Di.spo al Chapter AU:+(3ILI"VICI N. I�'I I�I ►I) SFAIA1L/S'I'IO N' IZ:I.tZl.3I `,� s t•#.t�tart .�_ � _ �.;. �._ ._ __ Y•fe.Lx_ 1►x l��►rr.•lt- .. �,��„i rl K•ra•x }mot,sE 6 n �;�:s*f• It+:>, G ✓ -��' $t1.1Ic- '4%A� we— ii r •� _ 7. SIGNATURE &INFORMATION FOIL F MSrVr b1OL. rrt"zvs"t \IJLWA.....,.."; r • J Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: Aam/p D p am/pm Date Inspection reque ceived: Inspect is Initials: NAME: �1 ""� PERMIT#: lJ l / LOCATION: DATE: TYPE OF STRUCTURE: Comments Ye No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade 1770 Guard at stairwell at 34 inches or more J Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches / V � Interior Handrails @ stairs 2 or more risers 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 Safe lzin /Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area if Crawl Spaces I8 inch x 24 inch access, I s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures 01 Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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 01 Fumace/Hot Water Heater operating Low water shut-off boiler vv Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'l2"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 S aled oi Gl s Enclosure Final Electric I Final Surve Plot Pl ?i O As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Tempora /Permanent] LABuilding&Codes Forms\Building&Codes\Inspection Formsaesidential Final Inspection Form revised_100405.doc Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 7454437 F tory]'wilt gas Fire la /ftove Ins ecti n 13e ort Notice:New York State requires that all UL.Listed,factory built appliances be iusta�ed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specs cations is allowed. Permit# s 467 Schedule Inspection ! 0 Time am pin anytime Inspecto Name Address ti Rough In Final Appliance Manufacturer Model# Direct Vent Factory.Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration,2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension(if any) Mantel Height above f/p opening Witness Operation Tank Placement{if LE-) 1Vh te—Banding Dept, 'Yellow Chat er i Pink—Fire Marshal Town of QAwsburyFire Marshal l . 742 Bay Road l Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Wood Burning Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's I instructions or specificationt is-allowed. Permit# 003— � Schedule Inspection == —Oln Tim a m anytime Inspector $f Name Address ACZ Rough in<*�— Fenal Appliance'Manufacturer Model# Sc C1 Y--L Masonry Chimney Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection _Clearances to Combustibles(all sides) _�p ���� G �-' � h�0 r I Safety Strip Installation(fireplaces only) —01'C%� Firestop(s) Vertical Chase Wall Penetration Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above any,combustible construction within 10 feet Combustion Air Hearth Extension Mantel(height above f/p opening) Fireplace Doors/Screen(required) W1ft--BuUding Depk YeIIo —Ca4mr Pink—Hre Marshal Roug-h Plumbing / Insulation Inspection Report � Office No. (518) 761-8256 Date Inspecti n request received: Queensbury Building&Code Enforcement Arrive: YJ am/ Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. NAME: (,-' eK-- CD PERMIT #: �� �Jg� LOCATION: INSPECT ON: - TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,11 ,R4 Drain/Vents Cast Iron er Drain/Vent/Comm. Plu Vent/Vents in Place u Plumbin /Nail Plates 1 % inch min,Drain'Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and 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 properl /No duct tape COMMENTS: LASueHemingway\Building.Codcs.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Residential Final Inspection Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code.Enforcement Arrive: Iji 10 am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspectors Initials: -w NAME: <— �{'f''�41 PERMIT#: 7 LOCATION: DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof 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 �7 Interior/Exterior Railings 34 in.to 38 in. Platform at all.exterl'or 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 Furnace/Hot Water Heater operating Low water shut-'off boiler Relief Valves j installed Interior privacy/trim/doors/main entrance 36 in. 1?e,,A;,, Bathroom/Kitchen watertight Safety glazing r /01 Window in stairwells safety glazing Interior Smoke Det0ors: Every level: L5, / Every B oom: Outside every bedroom area: L Inter Connected: ---, / Batter y backup: Bathroom Fans,if no window Carbon Monoxide detector Ptumbing fixtures 1. 1 Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency eV.ess below grade Basement stairs closed rise>4 inches %hour fire door/door closer ✓ Garage fireproofmg 41*1 Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, I sq, ft.-150 sq.ft.ventsflMUary Building No./Address visible from road Final Electrical C"' Xk Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required J Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/0(Cert.Of Occupancy) Co Okay to issue Permanent C/0(Cert. Of Occupancy) L:\SueHerrifigway\BLiilding.Codes.Inspection.FORMS\Res.Final Insp.form 2.doe edited January 28,2003 ju 1>(--Pt- rc) i of Quc,ensbury 742 IB.-ty IPc3acl INT-Y- 12804 Final Survey.Plot Plan A roved Denied -rlac-- zattzaralm--Cl final survey has -be-c--ia received by the Dept_ of (--c>rrxxyltlrlity _ Development_ LJpc>xi re-vie-w the starve:y has boarx: Foundation Inspection Report Office No. (S 18) 761-8256 Date Inspection re e e iv Queensbury Building&Code Enforcement Arrive: ° an Depa . ` 1-� am/ 742 Bay Rd., Queensbury,NY 12804 Inspector's iti NAME: ' > P .','MIT#: LOCATION: �P.\N����1 1� \ ft�.Cr TSPECT ON: ��—� ��� TYPE PF 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 purr ose on site. Foundation/Wallpour Reinforcement in Place Foundation Danzpproofing Foundation./Waterproofing Type of Dampproofing/Waterproofing Fa�Drain Daylight or Sum Footing Drain Stone: 12inch width 6 inches above footing 6 mil poly for wet areas under slab Backf"ill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHomingway\Building,CodcsJnspection.FORMS\foundation Inspecrion ReporLdoc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queenshury Building&Code Enforcement Arrive: am/. Depart: am/pm s j7;�� ep 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: tk-AL)0 PERMIT NO.. 7 LOCATION: Vt INSPECT ON: I 1(2> — RECHECK: I Comments and/or diagram Soil Type Sand Loam Clay Type of Municipal/Well Water A Waterline separation distance ft. Well separation distance ft. Other wells: 1 \ ft. Absorption Field: Total length 1-�LLU ft. Length of-each trench ft. Depth of trenches ft. Size of S1 I Seepage Pits: Number Size: x Stone Size: Piping Si Typ Building to tank )r Tank to Distribution Box rz- Distribution Box to Field Pit Opening Sealed: Y/NI Partial Z End Caps V Location/Separations Foundation to tank Foundation to absorption Separation of Pits Conforms as per Plot Plan N(Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side 11-,L""3. Middle Front Middle Rear System Use Sta 4s: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 0 .itiu 1 , "I have seen or observed,of believe 0 sate evldeoce of, w 11 objects such as house;wells,trees;fences,etc,, too own,on this document I also,represent that 1,have sti onally.measured noes set;forh on the diagr !� � ', 28 of '' � , � • SIGNATGR � ' D i'E 44 00, Mr D� W074 rurNO M, 0 00, Jr Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: I I , Queensbury Building & Code Enforcement Arrive: am/��art: 4 m/prn 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ��t,,,, W-tj 6 PERMIT #: 03—ce97 LOCATION: Aj , W , Vt.L, INSPECT ON: zrazos-- TYPE OF STRUCfURE- Y N N/A Rough Plumbing Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent .yr / Head /5 P.S.I. or 10 ft. above highest connection for 15 minutes Pr sure Test Ai ter Supply Piping / Head P.S.I for 15 minutes 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 / No duct.tape COMMENTS: LAParn Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am//D art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: / PERMIT#: LOCATION: INSPECT ON: j 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 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 Fi wall 2, 3, 4 hour Firestopping 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 LASueHerninglvay\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 f-7'9 7 1 5:f> Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p Depart:1-Z0—,02,)am1pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1 NAME: 15AL664A)0 PERMIT #: -Ce-' LOCATION: /6 e W (L - INSPECT ON: 91/5r 0569- / i F TYPE OF STRUCTURE: Y N N/A V Rough Plumbing Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / chars of direction Pressure Test Drain / Vent Z-I Aj 6-5 Air/ Head /8 P.S.I. or 10 ft. above highest connection for 15 minutes tp___--qqqqq--1 -.es VVateT5T0-pPi-ping Head 50 P.S.I for 15 minutes --J.,',Insu16tf6n Residential Check Commercial Check V/ Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces mbustion Air Supply for Furnace uct work sealed properly / No duct tape 7 L) e6MMENTS: LAPam Whiting\Building&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _am/p Depart: pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: 3 LOCATION: A L INSPECT ON: TYPE OF STRUCTURE.- Framing Y N N/A COMMENTS Jack Studs Headers Bracing 1 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 V2(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 Firestopping(4�) -�X7-, Wpiz-&Z, V� Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2inch 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 Eade L:\SueHerninSway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury.Building & Code Enforcement Arrive: —am/p art: 0 65a-m p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAM E: PERMIT #: LOCATION: /U r0 INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent Vents in Place 0/2 inch minimum Drain Size /Washinq Machine Drain 2 inch minimum .,beanout every 100 feet / change of direction j rib ,Press ain� Vent Ai Head 5 P S.1. 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 JR er Vent,, Attic Vent '-Duct/ Hot WaterPiping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Town of,Q!i kinsbury Fire Marshal 741 Bay Road. Queensbury,NY 12804 761-8105/761-8206 fax 74544437 Factory Built Wood Burning Fireplace!Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or s cations is allowed. Permit#� r Schedule Inspection Times am C�anytime Inspector ' Name,_, Z� Address NC I Atdo Rough Ini Final Appliance Manufacturer "" Model# 3U Masonry Chimney Factory Built Chimney, i Flue Size Double Wal riple Wall Insulated,.. Yes No N/A Comments 1 4 9�� Floor Protection -- top Old G�001 tome,. Clearances to Combustibles all sides) Safety Strip Installation(fireplaces only) Firestop(s) vertical Chase X Wall Pelletr W441 J, ck--- Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air 6c, 4&A A 4o ptctsi Hearth Extension �j Mantel(height above f/p opening) n Y Fireplace Doors 1 Screen(required) 0 White--Building DeptYeIIo —C mer 4'% —5 AA- ,. Q 0� Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request - receive-u Queensbury Building&Code Enforcement Arrive: aiTt//p rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: —W�� 7 NAME: 5 k-LZ—K A}0 PERMIT#: LOCATION: A), LJe--S-7: U14- INSPECT ON: TYPE OF STRUCTURE: y Framing 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 36 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 stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fir separation 1, 2,3 hour re wall 2, 3, 4 hour Al.Firestopping A 4 r Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 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 u 1.:\SucHemingway\Building,Codes,lnspection.FORMS\Fraining Firestopping Inspection Report,doc January 28,2003 Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement .Arrive: amlpr epart: am/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: NAME: G�"' PERMIT#: C9 �`�� " LOCATION: �' At/ . � a INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing . Jac Studs/Headers t �~ racing/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 3 �N r -,3.,TS CK f�vwn Metal Strapping for Notches Top Plate V P;zcIe. Lfj>6 1 %Z(w) 16 gauge(8) 16D nails each side ��� ANT Draft stopping 1,000 sq.ft. floor trusses M A) Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall VG"c4e— P&57- 1-3 e456-5 Fire separation 1, 2, 3 hour ; Fire wall.2,3,4 hours 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 Ceilin /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.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (5 18) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: amly�& am/pm part:( i TV 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 0 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N /N/A COMMENTS L/Framing -1 Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams 2 Exterior sheeting nailed properly PIDU (Del- (5A,� PP , HX4 12"O.C. Headroom 6 ft. 8 in. ry�*JM tAl( Stairwells 36 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 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 Firestopping 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing/Firestopping Inspection Report Of No. (518)761-8256 Date Inspection request receivet�" 55 Queensbury Building&Code Enforcement Arrive: am/ art"D am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initial M. —Lep NAME: OV X", CD PERMIT#: LOCATION: INSPECT ON: o 5? - TYPE OF STRUCTURE: � F Y —N .'NIA COMMENTS raming Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams N6 41(f- Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Beating Walls Metal Strapping for Notches Top Plate I Y2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft.or less on center lee 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 V2inch 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:\SueHeming%vay\Building.Codes.hispection.FORMS\FramiTig Firestopping Inspection Report.doo January 28,2003 Framing Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: —7 Queensbury Building&Code.Enforcement Arrive: am/ art: f" m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: 0- L INSPECT ON: TYPE OF STRUCTUR z z< Y N ii/NIA COMMENTS 'Praming Jack Studs/Headers 4 P-A 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 16 1 Y2(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 pp Fire wall,2,3,4 hour A,r Firestopping Ll Penetration sealed C I L 16 inch insulation in cavity min. 0G, Garage Fire Separation House side Yz 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 LASuel-1cmi ngway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Y4 Framing l Firestopping Inspection Report ffff Office No. (518)761-8256 Date Inspection request receive / Queensbury Building&Code Enforcement Arrive: am/ a m/p . 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: / tS PERMIT #: � � LOCATION: o � -INSPECT ON: .3 1.;- 0 il 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 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 sn),w shi d 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 %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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection req eceived, Queensbury Building&Code Enforcement Arrive: a pm D a atrpm 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: �-� ) " --) \ PERMIT#: LOCATION: \%3 <1 INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing 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 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 stopping 1,000 sq. ft. floor trusses A or Bolts 6 ft. or less on center Xe 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 Y2 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. sf above/below grade .0 sf grade Dz LASueHcrningway\Bui1ding,Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Framing/Firestopping Inspection Report +1vN I I Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a� a r t: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's 1n17fi—a1 NAME: PERMIT#: LOCATION: Nlzr,-�%--,\&",,�/)�k!�� r) INSPECT ON: TYPE OF STRUCTURE: ' Y N N/A X'� CON MENTS r Ang 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses An hor Bolts 6 ft, or less on center Tce and snow shield 24 i=m 11 V Fire separation 1,2, 3 hohr Fire wall 2, 3,4 hour Firestopping Penetration scaled 16 inch insulation in cavity min. Garage Fire Separation House side Y2 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 LASuefferningway\Building.Codes.inspection.FORMSTrarning Firest6pping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re4qst,received: Queensbury Building&Code Enforcement Arrive: a VL Depart: m/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: X TYPE OF STRUCTURE: 4 7-6r T: =SD 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 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 ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1SucHeniingway\13uilding.Codes.Inspectioii.FORMS\Foundation Inspection Report,doc January 28,2003 n Foundation Inspection Report Office No. (518)761-8256 Date Inspection reques17cei ed: 1 /0-3 Queensbury Building&Code Enforcement Arrive: am Depart: L_ ' a pr 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial . . NAME: �(C `P� `�' 'o /RMIT#: LOCATION: u >� INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A rRe tingssnolithic Slab nforcement it Place The contracts;is responsible for providing protction from freezing for 48 hours fdlowing the placement of the concretc' Materials for t1is purpose on site. Foundation/{Walbour Reinforcemet in') lace Foundation An7roofing Foundation/'1ata-proofing ,1 Type of Darn 'oofmg/Waterproofing Footing Drain�ylight or Sump Footing Drain ne: 12 inch wid 6 inches abo ooting 6 mil polY f0 et areas under slab Backfill Approvi` Plumbing Under Ib / PVC/Cast/Cop Foundation Insulda Interior/Oterior R- Rough Grade 6 in op within 10 ft. L:\.SueHemingway\Buildi�es.Inspection.FORMS\Foundation Inspection Report doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection requos/t Vece/9Z Queensbury Building&Code Enforcement Arrive: a r�,.'f'pn� Depart.2 C 742 Bay Rd., Queensbuiy,NY 12804 Inspector's InitiaA- NAME: VPA-T\T) RMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing 01 Foundation/Waterproofing Type of ampproofmg/Waterproofing YPel- Footing Drain Daylight or Sump ting Drain Stone: 12 inch width 6 inches above footing \LS 6 mil of for wet areas under slab Backfill Approval Z Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior or/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHeniingway\Building.Codes.Inspectioii.FORMS\Foundation Inspection Report doe January 28,2003 Foundation Inspection Report Office No. (51-8)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pi�\F. A�"epart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: (�" NAME: PERMIT#: LOCATION: INSPECT ON: ie> O� r 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 s Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Af—T( AL F oting Drain Stone: 12 inch width 6 inches above footing 01)6,R . 6 mil poly for wet areas under slab 1 �� Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\13uilding.Codes,Inspection.FORMSToundation Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: an1/URZpart: am/pm742 Bay Rd.,Queensbuiy,NY 12804 Inspector's Initials: NAME: PERMIT NO.: LOCATION: a INSPECT ON: RECHECK: Comments and/or dial am Soil Type:(Ia Loam Type of Water: Municipal ifell Water Waterline separation distance',-------' ft. Well separation distance ft. Other wells: ft, Absorption Field: Total length Length of each trench ft. Depth of trenches Size of Stone See -agePits: Number Size: x Stone Size: Piping Size,, Type Building to tank Y 11 Tank to Distribution Box Distribution Box to Field I Pit Opening Sealed: Y/NI Partial Location/Separations Foundation to tank Foundation to absorption ft. Separation of Pits ft, Conforms as per Plot Plan i 7Y_N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: pproved -Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.1i)spection.FORMS\Septic Inspection Report.doc January 28,2003 Foundation :Inspection Report 1 Office No.(518)761-8256 Date Inspection request received: Lt,q Queensbury Building&Code Enforcement Arrive: am/pm Depart:.' m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: , NAME: f PERMIT#: 03 — 7 LOCATION: C� INSPECT ON: TYPE OF STRUCTURE: Co ents Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for provi ing protection from freezing for hours following the placement o e concrete. aterials for this purpose on site. oundation/Wallpour Reinforcement in Place Foundation Llampproofing nda lon'/VtWaterproofing Type of Dampproofing/Waterproofing ootin fight o Sump 'Fo h g Dram Stone: Z 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:\.Suellemingway\Building,Codes.hispection.FORMSIFoundation inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 4d Queensbury Building&Code Enforcement Arrive: .aln/p, DeparK��Z- 66n/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 111*1 e:�,-e7 NAME: PERMIT#: 677 ' e�,7 LOCATION: 5;� /Vkv INSPECT ON: 41a TYPE OF STRUCTURE: Comments —Y N N/A F 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 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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Reportdoc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ t eceiv Queensbury Building&Code Enforcement Arrive: a p epart: ewp2L� 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: RMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Danipproofing Foundation/Waterproofing Type of Darapproofing/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 F elation n s u I atio i(In t eri o_;w?'Exterior Rough Grade 6 inch drop within 10 ft. L:\SucHerningway\Building,Codes.Iiispection.FORMS\Foundation Inspection Report doc January 29,2003 r Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: r Queensbury Building&Code Enforcement Arrive: am/p Depa am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: toNAME: PERMIT LOCATION: ? INSPECT ON: — TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement o he concrete. Materials for this purpose on site. '._..Foundatio-f-Walff ourf Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1.2 inch width 6 inches above footing 6 rpil poly for wet areas under slab c ill Approval.- `Plumbing Under Slab' PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHeiningway\Building.Codes.Inspection.FQRMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)76 f-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p� Depart/ pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials NAME: i r PERMIT#: -7 LOCATION: INSPECT ON: 0-3 TYPE OF STRUCTURE: Comments 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 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 Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Pwugh Grade 6 inch drop within 10 ft. L:\Suctlemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 �33 0 fij Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a Depart 1'�)�am/pm p 742 Bay Rd., Queensbury,NY 12804 Inspector's&7ti- J a NAME: I PERMIT#: LOCATION: Wf&M INSPECT ON: Q TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic-Stab Reinforcement in Place The contractor is responsible or providing protection from freezing for 48 hours following the placement CA U, K&(K . of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing r"N Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 1.2 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:1Suellemingway\13uilding.Codes.Inspection.FORMS\Foundation lnspection Reportdoc January 28,2003 Project Name: BP# ,2& 3-&e7 Address: /Cs Building Permit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any building 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 ... ... ... ......... ... ... ... ... ...4 . E]-yes ❑no ❑n/a 2. Energy Form or CheckMate Energy Code Compliance Forms Complete yes. Q no ❑n/a (2 copies) 3. Energy Code Inspector's Report from CheckMate Program.. ... ... ... ... .. ❑yes ❑no ❑n/a (2 copies) 4. Septic application completely filled out(if applicable)... ... ... ... ... ....... . yes Q no Q n/a 5. Solid Fuel Buming or Gas Appliance Form... ......... ... ... ... ... ... ... ... Oyes Ono On/a 6. Electrical Inspection Form......... ... ... ... ... ... ......... ... ... ... ... ... ... Elyes Ono On/a 7. Two (2) complete sets of structural drawings..... ...... ... ... ... ... .. ... ... [-]yes [:]no []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,... ... ... Elyes Ono Eln/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure... ...... ... .4. .0. ... ... ... .z ams nno Fln/a 10. Setbacks to neighboring wells and septic system,including onsite well-V nyes nno nn/a and septic systems (if applicable) 11. DrivewayPermit......... ... ... ... ... ... ... ...... ... ... ...... ... ... ... ... ... ... f Flyes Elno ❑[-]rL/a Xj d- 03 Date: Staff Initial: L.-\SueHemingw y\B-Ming.P'em3it.FORMS\GencricC,heckEstdoc january28,2003 Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A (2)Full sets of plans Over 1,500 sq. ft.-Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schddule With Gla'9s Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade, 5.0 sq.ft. 24"(h)x 20i;(w)min'- 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK 1�ampproof in jp/Waterproofing Materials On Plans b4- Foundation Drainage On Plans,if required 0 6"Drop in 10' Exterior Grade Y Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where Requ#ired 0 " Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise Spiral Not Allowed From 2"d Story r 'A Smoke Detectors Battery Backup.and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included Closed Risers More Than 4"in Ht. jor Safety Glazing Notes. For RequiredAreas /0( Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"-22"x 30"/Crawl Spaces 18"x 24"Access ,0 Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed Town a Queensbury 742 Bay Road, Queensbury> NY 12804 Bunding & Code Enforcement Building Pennit## phone:(518)761-8256 Date. Fax: (518)745-4437 Email: codes@queensbury-net Dear Your Nulding permit 013PIWatJOU has been reviewed and found to be deficient in the following areas: Sfx� kc/j j 1-JI Vel.;1,9- L"w ':Dyrv'y1-5 CJ e C1 Ij e c A.'/ call C103pl elyet &J�-el,, Idl- c4f 00 ev These details need to be added to or noted on both sets of plans- Please; RM to contact this office with any TICS60-us regarding ibis matter. BUR DING&CODES OFFICE �'c//j ce,/f 'V ®use 'ng Per'r't)�S 200'dM �Yo 1-\SUeHeli.,gWay\gUildirkg�TcariLFORMS'WeflCiCnt bUJ-M G. Peter Jensen 17 West Road South Glens Falls New York 12803 (518)798—3859 August 17, 2004 RE: Gable Window Framing Mr.Richard Salerno 19 Connor Drive, South Glens Falls New York 12803 Dear Mr. Salerno: You have asked if the Great Room gable window of your new house, in Northwest Village, can be framed as indicated by your contractor. Your contractor is proposing to frame this window opening using single 2 X 6 framing in a diamond pattern. This concept is acceptable since the gable is not load bearing. The weight of the ridge is supported by two 2 X 6 studs,which are continuous to the bottom plate. These studs support the gable rafters and are spaced 4'-0 each side of the ridge and'support the ridge. I find that the proposed framing for the Great Room gable window to be adequate providing the support studs are continuous from the gable rafter to the wall bottom plate. 90 ARC Sincerely, G. Peter ensen OF t4 o 3 G. Peter Jensen 17 West Road South Glens Falls New York 12803 (518) 798—3859 July 22, 2004 RE: Support of Ridge RECEIVED . 1W. Richard Salerno 19 Connor Drive JUL 2,7 2094 South Glens Falls New York 12803 TOWN OF QUEENSBURY BUILDING AND CODE- Dear W Salerno: You have asked if the ridge of your new house, in-Northwest Village, can be supported as indicated by your contractor. The contractor is proposing to support one end of the 16"LVL ridge with a pair of 2 X 4 studs anchored together and supported by double 2 X 10 floor joist. This assembly is continuously supported by load bearing walls and double joists down to the reinforced concrete footing. The largest span of the double joist is approximately six feet. I find that the proposed support of the ridge to be,adequate providing there is continuous support to the reinforced footing. Sincerely, G. Peter ensen COUNTY MICHAEL R. SWAN WARREI\T A-*- I -C 1 1813 Dircectur PX,4 L PR OPER TY TJX SER MESA GCNCy County municipal celder 1340 State Route 9 --RI ROSS Lake George,Am York 12845 17L Deputy Director UXTI Tel. 518-761-6464 1,"ax 518-761-6.559 WARREN COUNTY TAX MAP OFFICE REQUEST FORM FOR THE CONSOLIDATION OF TAX MAP PARCELS TOWN/G4+*-E)F- TAX MAI" NUMBER OF EACH PARCEL TO BE CONSOLIDATED** A�A- RE OWNER'S SIGNATURE OWNER'S SIGNATURE O NCI�' SIG DA DATE DATE *ALL'TAXES MUST BE CURRENT ON ALL PARCELS TO BE CONSOLIDATED WARREN COUNTY TREASURER'S OFFICE VERIFICATION: Ai-6 there any outstanding taxes on the above referencedparcels? 4 VERIFIED BY YES NO TOWN ASSESSOR'S APPROVAL: YES VERIFIED BY - NO Any parcels that are to be consolidated MUST SHOW ID' NTICAL owner deed information on each parcel. Please be advised that any additional congolidation/split requests coerning the above parcels*may result in a $15.00 processing fee being char c gd to the property owner. V I REAL PROPERTY TAX SERME Permit Member MECcheck Compliance Report Checked Byfflaw Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lb Data filename:Untitled TITLE: Single Family Residence COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached I or 2 Family BEATING TYPE:Non-Electric DATE:09110/03 DATE OF PLANS:July 02 PROJECT INFORMATION: Rick Salerno COMPLIANCE:Passes Maximum.UA=488 Your Home=396 18.9%Better Than Code Gross Glazing Area or Cavity CbnL or Door .Perimeter R-Value R-Value U-Factor UA. Ceiling 1:Flat Ceiling or Scissor Truss 1626 38.0 0.0 49 Wall 1:Wood Frame, 16"o.c. 2246 21.0 0.0 97 Window 1: Metal Frame with Thermal Break,Double Pane with Low-E 237 0-330 *78 Door 1:Solid 237 0200 47 Door 2:Glass 77 0.330 25 Basement Wall 1:Wood Frame,9.0'htf0.0'bg19.0'insuI 162 21.0 0-0 10 Basement Wall 2:Other,9.0'ht18.0'bgt9.0'insul 1464 0-076 18 Floor 1:Heated Slab-On-Grade,4.0'insul. 18 10-0 12 Boiler 1:Other(Exept Gas Fired Steam),90 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 Propased New York State Energy Conservation Construction Code requirements.' Builder/Designer af;f) A,, Date/-eS qt MECeheck Inspection Checklist Proposed New York State Energy Conservation Construction Code WCcheck Software Version 3.3 Release lb DATE:09/10/03 TITLE:Single Family Residence Bldg. Dept. UseCeilings: 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1:Wood,Frame, 16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: 1. Basement Wall 1:Wood Frame,9.0'ht/0.0'bg19.0'maul,R-2 1.0 cavity,insulation Comments: 2.. Basement Wall 2:Other,9.0'ht/8.0'bg19.0'insul,Urfactor:0.076 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice-- Comments: Windows: 1. Window 1:Metal Frame with Thermal Break,Double Pane with Low-F,U-factor 0330 For windows without labeled Urfactors,describe features: #Panes Frame Type_Thermal Break? Yes No Comments: Doors: 1. Door 1: Solid,U-factor:0.200 , Comments: - 2. Door 2:Glass,U-factor:0.330 #Panes Frame Type Thermal Break? Yes No Comments: Floors: 1. Floor 1:Heated Slab-On-Grade,4.0'insulation depth,R-10.0 continuous insulation Comments. Slab insulation to extend down from the top of the slab to at least 4.0 fL OR down to at least the bottom of the slab then horizontally for a total distance of 4-0& Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade- I Heating and Cooling Equipment: 1. Boiler 1:Other(Exept Gas-Fired Steam),90 AFUE or higher Make and Model Number J Air Leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. C ] 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 I materials and 3"clearance from insulation. Vapor Retarder: C l I Required on the warm-in winter side of all non:vented framed ceilings,walls and fioo I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturers,installation: instructions. Materials and equipment must be identified so that compliance can be determines. C 1 I Manufacturer manuals for all installed heating and cooling equipment and €ce aster heating I equipment must be provided. [ ] I Insulation R values,glazing U factors,and heating equipment efficiency must be dearly marked on I the building plans or specifications. Duct Insulation: C I I Supply ducts in unconditioned attics or outside the building must be insulated to R 11. C I Return ducts in unconditioned attics or outside the building must be insulated to R-6. L ] I Supply ducts in unconditioned spaces must be insulated to R 11. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R:2. I Insulation is not required on return ducts in basements. Duct Construction: C ) I All joints,seams,and connections must be securely fastened with welds,gaskeM mastic I (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.(50QPa). C ) I Ducts shall be supported every 10 feet or in.accordance with the manufacturers instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder_ C I Air filters are required in the return air system: The HVAC system must provide a means for balancing air and water systems_ Temperature Controls: C 1 i Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature'set point of the largest zone. Electric Systems: [ ) I Separate electric meters are required for each dwelling unit. I Fireplaces: C 1 I Fireplaces must be installed with tight fitting non-combustible fireplace doors_ [ I I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code.ofNerp Yoa k gate or I 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 I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: C I Insulate circulating hot water pipes to the levels in Table 1. { Swimming Pools: [ ] { All heated swimming pools must have an on/off heater switch and require a cover unless over 20°.r�o { of the heating energy is from non-depletable sources. Pool pumps require a<time clock. { J Heating and Cooling Piping Insulation: [ J J HVAC piping conveying fluids above 105 of or chilled fluids below 55 ofnma be insulated to the { levels in Table 2. 1 l Table 1: Minanion Insulation,I'lii-kness;for Circulating Hot Water Pipes Insulation Thickness in Inches by Pip-Sizes Heated Water Non-Ciieulating R.unouts Gating Mains and.Runoa Temperature F) Ub to ill t3v to.'1.25" 15"to 2.01 Over r 170-180 0.5 1.0 1.5 2.0 140-160 0.5,E 0.5 1.0 J.5 100430 0.5 0.5 0.5 1.0 Table 2: M$uhnum Insuktion Thickness}or HVAC Pipes Fluid Temp. Insulation Thickmess in Inches by Pipe Sizes ftm: g Systbin'Types Range(F) 2"Runouts 1"and Less IM"to 2" 2,5m to 47 Heating Systems Low Pressurefremperature 201-250 . 1.0 1.5 1.5 2.0 J Low Temperature 120-200 0.5 1.0 1-0 1.5 Steam Condensate(for feed water) Any Lo 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building.Department Use Only) 8 ■ - .L TE1'T D J'�'�T/ C T.4/1/,e_ � ,48.1o,Qp>/o/V' T.2.ENCfl ,C,ENGTiy I&I.« •mac ltJELG 41647"/494"111" LOT !, JECT/O�%c D.PT.S/IOEIT /LL.46f /00o C,4LLO/1/M/�1/�iN//�t/L/qU�O C.4.Di41'/T}✓: f .D.ED.000A/J�oQ.CElJ� t ��QUI E�EI�JT.! ew✓u`-/�'��"r �+'5c4t a, iC O.9TE of- o,Qi.CL/.✓6'.• Not/E.NdE.Q , /9r, . = � a t . � � 2so 6'.4L.Ca+r .t�/.✓eyan� L/pU.o l5oaoV•.rr -s'- .OED�PGIO�/1 'rt'�° 3Qt3C �' G OEo1X/ gc we'd : O' = J�4�✓a; B = .,E� �'OMME.P�'/.4L .rnfV0,fe0 /77-G2 APECAIT egWeeer-E �l � e �O' Of B�L1'f �PEQ�/i.QEO T.PEA✓C�4/ LE�V6'T.�/1 TA.✓.r -, _• �{(tfls` � / C'Al/4A6'. 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C, to show deletion of Lot 2 L/C'ElIO L .IA/O .1C14eVe.P`I r of Lot 28, and re-locatior G.0 EA/1 f:4.eL I, A/Ew Pope adjoining Lot 28. Charles T. Nacy, L.S., Li, w.46•E D/,rAOlAL G A.)ATE,Q .rel owz K 32 John Street D J/Q n/' ay, Queensbury, No, 12804; E� p -..`.0.00 / " = Z000' ti � 1 ,N T/S/E.P .P EL O e• O/J Q, .N�'.4 /1TE,P s•- `h k ♦ 0 " /Y � , • Fob .l6G ./.01o.P.DTia�,�/EL.OS, O.Po,O �.�i1 /f,/oL EJ .1/IALL .BE vve o ro .eEOUCE 7w& o -� � � ' 1 ! • • `• / .. 0h • YEL O C/ Tr ove 1Ew,4i'. t x4 Ow An/o To ,P.Po v/DE Foe "o,,I E✓e4_1 OIfT,P/BUT'iON of I ,Pi, w► o o - : / , K�1 S' I �,\` •�' 7'qE XICA ACE /iV 7WZ sUQrvpFACE A,0400PA P"I F/Et .0. r- -- �'1 �1 111 h \ -`_ - j72.ost zG =!v ��' 2Z �i 2-� `s ?fo - D� _____�_G._ • J.F. , .p • ,�,�jrfa✓ ,` _ act•!S re: �" • •�. es - se- / OP �3 o c�Vir. ,�; \ -'- �� b -_-.. _ _ __ -. � • �1 � � EX /1 �c ram►- o,,•,-`*•s � v�• v� �,/ ;•• Apt lbirPLi.✓4 c ' °. n �%�' \ /A/✓ �NpE,cico�orEo r• 9 0 •, . tros 3 d zse-� \ BOfr� ' - - ,!'. .t - Os• o.• so, ae. o s-o2�•0 '-to = L"'� PI�c' M'I K o •, a lee/� /I� o2 0.5= to - r V1 ear Metr- t e a __ fi �� I • i•° _ i • I .. 7•o Oi ✓E.Cl.T v.Pf'.4t'1• ��wITE.P - .+E c _ de. it .,6 ; J� '� ..;'' +� �t4p''=!'� /Go..�t `�.- • �/ a = Es• (ta:• !ta.+1 L's_Y_ i!!�i'o/./��'0�f3ate✓ Eii!!'iw/i - :��✓��-�:,� -• - I I IQ, T WE.f 4 /(� OA '.1'/1ti,✓6' Tt�IO/✓ .e0A0, H .TO/ JcoPf'i•�fl• Co�Q /�� .+ /�' /OS �'-- KMA� d e60�M ��� '•�►�a' • -O � S- '- h �• zoo 25• .53 ,, u' 0"" - - -/" - '• •'✓ 'Z .ioo E - ....3'A `•- •i e ' S0 Si ec +J/3o' Z4" �f• _ r, i� •r,•u• a '/ " - �•I_ t�f-ter- lEx,as..✓s) - EAJA6AI 4"' A1,TEDB// tdE1T /L1oU/vT.gi.+l CG�iigo,P.4T�vi✓ JEAr - L'. r rlsil/r Ji/�'7 '- � 1 �, +•. , roeo �'` _ ~ _ ~ TO F tf" i1/bT 7o EXCEED �:� G o FT. J/+as' LATL'.eW_r ,4 A01'A11Ald4 ` 4r �j o.1r cE.✓TE.PJ� w/fiS/t•1� �riPff�(•0' ¢,1.4✓EL Live?l of• Z14C AWA& I Icc I I'_ 4w 7a dtA.cE� • w4eeCA% I•ovA/y-r j.Qf.Ilt/QE.Q . 0 AAroorez~ ° o .oil • . Q 4.Ncr .M.Ifa✓ly asecr; ewejd,e Aweww, of recwE•v/•.reernv P/.9er l'vrlo tACl9f/- ,CAW, '° oro • • C'A!-/oi✓l AEAAR'7/O °' o •Jo • e It".lEivafi"lO lh+l: L.CTL�.EAL1 • •e e. fc cua w/QoTT�/ ro re. .) AUG 2 a 20n3 s TOWN OF GUEENSBURY BULDING AND /Ll.4.o `/.G EO /�/ lll.9.PQE�✓f'OU^/T CLE.Q�E'J OFFACE Oil/ o4/wwr G, If O N si 100,� h •. d � o /Q r40- -' lvEIT /tJoa.VTA�iwl f o.P.00.P.4Tio� � O � ?30 DM' A/ov. /; /!7T C°o.+/'vEYEO AAe &W,0KV/oEo 0,VW✓IeejT .I � ALo.✓B tviTiv lvEJT,tNov.VTi4�i1/' �•0.4 opATia✓, /^/ �-'"u° A�VO TO TJ'✓OlE e4.PEAl OEl/6�✓•OT tt--NE•P.EOw' �, �41 ''.o.Eo�orEO i.�EEN'.A.PE.4 ; J•/�eC/.e'cT To �•-/. ! t /4C•PEl ..- � till h Cod.EAro.✓rt es ,pEd'PSt'�C'j'/Oil/J .TE ," /cO.PTis/ /✓' 40EE01• 7V J.4/40 .Cory e� !oo I I /id i D/Q �If �,fs f: Q 0.4 p _~- ,/I MAP REFERENCE: NORTHWEST VILLAGE DATED JULY 30, 1976 BY NACY & RAYMOND ASSOCIATES, P.C. AMENDED AUGUST 14, 2000 BY CHARLES T. NACY, L.S. LOT 24 LOT 28 1.022 acres •y0 \ . 6 0� >0' Nip �00 \ EMENZ WIDE ��`1 12�40„ W ? //, O,p LOT 27 \ f 1060- en LPG �Oj,Fp LOT 26 F C9 Dc� 0� a S6, � LOT 25 N I I 00 O M a S t e v e s Land Surveyors 18 viland Road Queensbury, New York 12804 (518) 792-8474 New York Lic. No. 50135 TO A SURVEY m LICENSED TON OR SURVEYADDITIOORS BEARING =NSED LAND SURVEYORS SEAL IS A MAP BEARING A SECTION HounaN OF sEc7HON nHw, sue-awaaN z, OF THE NEW YORK STATE EDUCATION LAW.• 'ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED MATH AN ORKWAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VAUD 7RUE COPIES• IS SURVEY WAS INDICATED HEREON DA CE THAT Ttl5 SURVEY WAS PREPARED RH ACCORDANCE THAT THE E)OSTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED LA TIE NEW STALE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.OR& 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 WSTITUHTION US70 HEREON, AND TO THE ASSXNEEs OF THE LENDING INST70TION.' Map opf a Survey made for Richard Salerno Town of Queensbury, Warren County, New York atet November 3, 2004 Scale 1'=40' S --1 Q�,��� SHEET 1 OF I ,. SALERNO ISW83 DWG. NO. 03242' NO. DATE DESCRIPTION