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2013-109 TOWN OF QUEENSBURY 431 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 r Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130109 Date Issued: Wednesday, October 15, 2014 This is to certify that work requested to be done as shown by Permit Number P20130109 has been completed. Location: 3 ESSEX Ct Tax Map Number: 523400-308-019-0002-018-000-0000 Owner: MICHAELS GROUP LLC, THE Applicant: MICHAELS GROUP LLC, THE This structure may be occupied as a: Fireplace By Order of Town Board Garage 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, or001 other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY .4" 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FON Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130109 Application Number: A20130109 Tax Map No: 523400-308-019-0002-018-000-0000 Permission is hereby granted to: MICHAELS GROUP LLC, THE For property located at: 3 ESSEX Ct 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: MICHAELS GROUP LLC,THE 10 BLACKSMITH Dr Suite 1 Fireplace MALTA,NY 12020-0000 Single Attached Family Dwelling $280,000.00 Total Value $280,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2013-109 SFD 1st Fir 1,499 sq ft; 2nd Fir 1,239 sq ft Garage 523 sq ft; 1 Fireplace $599.90 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, April 03,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of eensb ; :s :sday,April 03,2013 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement r OFFICE USE ONLY 7 TAX MAP NO.3 6:q. 19-a.-18 PERMIT NO. 13 -09 —i 9 � MAR 5 2..013 FEES: PERMIT 7 1]r9CCREATION 66 ENGINEERING 'f On. .r SD (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: -TH - M10., -S C1go-P OWNER: ADDRESS: 10 BLIFC144,%-k1n4 1)1z, MAMA ,NAN-f IZoZO ADDRESS: " " PHONE NOS. 511a-8`19- co11 PHONE NOS. " CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 7• 1-c) SC--ko PHONE: a`51 -31 4 4- LOCATION OF PROPERTY: 3 �.�-tic cck-r2-T SUBDIVISION NAME: C.LD Trot-, 1- ..,A-C__ •-- PLEASE �� PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z ce Co F- PROJECT O Q O cc O co 1-w ~ W Oyu~ �LL W Q a.II < � i � az Q rvOLL I-U. _05 SINGLE FAMILY X �, 4�q + ►iZ9c - y , c - a {/_ silk' TWO-FAMILYVT MULTI-FAMILY(NO. ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED '� GARAGE(1 2i) )( 5Z3 �( ‘( , OTHER r + i_r QTown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 4 g IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST:11Z V/ COO— FUEL TYPE: C1 A s HEAT TYPE? F H A *HOW MANY FIREPLACE(S) I AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? - IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: 511A4LE 1=P4- L'1 re-eStoatJC.-e_ ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? A U 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. certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree tot above. Signed Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codesqueensbury.net systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.queensbury.net required permits, the permit process, application requirements or to schedule an appointment) This application/proposed action described Permission is hereby granted to the above herein is found to be in accordance with the Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accordance with said Application: 4 tr3 ZONING APPROVAL DATE BUILDING &CODES APPROVAL DATE QTown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 For an EPA homeowner's guide: htta://www.eaa.gov/nodes/pubs/homeowner guide lona customize.pdf r OFFICE USE ONLY Q TAX MAP NO. PERMIT NO. f 3 - 1 d (PERMIT FEE APPROVALS: ZONING TOWN CLERK LIAR 2 6 2013 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: iN. -tAt —HP - C{%-261LP, WC INSTALLER: FRZt el)IMJ ex CP'.\j ti1.CI. _ ADDRESS: ►b C'' -`-' T:'\UN1 IMM-"l1 11•1#DDRESS: PHONE NOS. efi9.Co?�11 PHONE NOS. LOCATION OF INSTALLATION: CC-1-QT (- 1.51)crA PLAL- � RESIDENCE NO.OF YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: 1980 or older I X 150 gallon per bedroom I = 0 GARBAGE GRIND 1981 -1991 X 130 gallon per bedroom = 0 INSTALLED? f�/ 1992-present II X 110 gallon per bedroom I = 0 -Ii`L('0 SPA OR HOT TUB A/ INSTALLED? ill 0 PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING '')‹ STEEP SLOPE SLOPE % ./ SOIL NATURE: SAND x LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? ZO / BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? it/c-1 ✓ DOMESTICATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is:( ft) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH(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: (2 S° 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 TYPE: i r ig ABSORPTION FIELD(WITH NO. 2 STONE) Total length Zoo ft. Each trench Z X S e ❑SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑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 regulations with respect to this application and agree QUESTIONS? CALL 761-8256 OR EMAIL to abide by these and all requirements of the Town of Queensbury codesOqueensburv.net Sanitary Sewage Disp sal Ordina ce. VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net 3 ZZ /3 Signa ure of Peri. n esponsible Date 0 Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Town of Queensbury bei 3'J t ! LI(3/1 3 Michael F. Travis Highway Highway Home (518) 798-0413 Superintendent Department 742 Bay Road—Queensbury,NY 12804 Thomas R. Van Ness Office Phone: (518)761-8211 Deputy Highway Superintendent Fax: (518) 745-4466 Home (518) 745-0929 DRIVEWAY PERMIT DATE: t� 13 APPLICANT NAME: � M �D��c Ct(-e.L-P MIK D 2013 TELEPHONE NO.: 8-19 . b 31 I ADDRESS TO BE INSPECTED: 3 �Ss��c C©yZr RETURN ADDRESS: in-1 -0 rat k A-U , t' 12c z0 Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by: Date: Approval by Highway Supt: Deputy Supt: Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R Van Ness, Deputy Highway Superintendent 8 3 , D Fire Marshal's Office Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 Date Stamp Michael J. Palmer, Fire Marshal• Gary Stillman, Deputy Fire Marshal MAR 2 5 2013 APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building & Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPORTANT NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER: W Mkt-3/4-1 C-17-0 0' INSTALLER/BUILDER: 1:6�oT Fi 17E- ADDRESS: 10 e-51'-1 111-1 1 12 M& TSI,NY ADDRESS: PHONE NOS. cSCiel .(7 311 PHONE NOS. LOCATION OF PROPERTY: �� 0-21- SUBDIVISION NAME: SUIT CSL PLPvC-'� LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: CtC `i-‘T tZ.CoM CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: T, l o CtASct L PHONE: 351 • 314 4 ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT FIREPLACE, FACTORY BUILT* FIREPLACE,MASONRY FURNACE(GARAGE ONLY) *IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: \ tEI -N1- MODEL NO. COO-11Z- LISTED BY: NUMBER: QUESTIONS? CALL 761-8205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firemarshalaqueensbury.net MASONRY** CHECK ONE ✓ VISIT OUR WEBSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www.queensbury.net FLUE CHECK ONE ✓ DOUBLE TRIPLE WALL INSULATED DIRECT VENT CHIMNEY WALL LINER CHIMNEY MATERIAL CHECK ONE ✓ **IF NON-MASONRY, PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION &BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. I/ Q QueensburyBuildin & Code Enforcement sident a FinI Ihs ec oon L a m)� Office No. (518) 761-8256 Arrive: am/pm Depart: \0 m/pm Date Inspection request received: Inspector's Initials: '1- b)— NAME: t\ \GIMAEL) GP(>V? PERIT# M : 1 3 - I CccI LOCATION: 3 E,DbE SL CT DATE: I.it) - - f Li TYPE OF STRUCTURE: .5F-0 uzi z mast_ GA(L Comments: Yes No N/A 4" Building Number Address visible from road V Chimney Height/"B"Vent/Direct Vent Location V, Fresh Air Intake V, 3 inch Plumbing Vent through roof minimum 18 inches 0 Roof Complete/Exterior Finish Complete Y /Platform at all exterior doors V Handrail 4 or more risers Guards at stairs,decks, patios more than 30 inches above grade I/ ,,////Guard at stairwell at 34 inches or more 6 uard 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 V 6 inch clearance to sill plate i, Gas Valve shut-off exposed/regulator 18 inches above grade V/ Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight ✓/ _Safety glazing/Window in stairwells safety glazing ✓ Interor Smoke Det4ctors/ arbon Monoxidey7etectors Everylevel: V EveryBedom: �/ / Outside every bedroom a aa: V ...o / ✓ Inter Connected: Battery backup: VAttic access 30 inches x 22 inches x 30 inches(height)in accessible area s Get y glazinElk Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents 1/ Bathroom Fans,if no window Plumbing fixtures ,/ Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification %/ Floor truss,draft stopping finished basement 1,000 sq.ft. ✓,, Emergency egress below grade V Gas Furnace shut-off within 30 feet or within line of site /Oil Furnace shut-off•t entrance to furnace area �/ v' Furnace of Water Heater o aerating Low water shut-off boiler ! f Relief Valve(s)installed I Heat Trap/Water Temp 110 �J / Enclosed Stairs Sheetrock Underside minimum%s"Gypsum �J Basement stairs closed rise>4 inches V Garage Floor Pitched / Garage fireproofing/3/4 hour fire door/door closer ✓ Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% , Final Survey Plot Plan Y` Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles kii, Flex Gas Pipe Bondingii As Built Septic System/Sewer Dept. Inspection Sticker Y Site Plan /Variance required VFlood Plain Certification, if required Okay to issue C/C or C I 0[Temporary/Permanent] 0 L:1Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 \ i )< ( y / c) ` 'ueensbury Building & Code Enforcement - Residenti_ inal Inspection 011 Arrive: • �G .e„.„. p-tart a � ••. five No. (518) 761-8256 f J Inspecto s Initis 'Tate Inspection request received: r' C. 1� A i 1 S L' �G v PE.MI #: 3 _ 1 )CATION: i S WE: 1 9Y Cif/ D E MAW L S YPE OF STRUCTURE: Comments: ' Building Number Address visible from road Y f himney Height/"B"Vent/Direct Vent Location ✓/ resh Air Intake 'V/ inch Plumbing Vent through roof minimum 18 inches '.00f Complete I Exterior Finish Complete latform at all exterior doors 'Pt‘ ' i� landrail 4 or more risers 3uards at stairs, decks,patios more than 30 inches above grade I �� ` ` ;�� 3uard at stairwell at 34 inches or more / 3uard at deck, porches 36 inches or more V iandrail Termination at Newell Post or Wall nterior/Exterior Railings 34 inches to 38 inches V i )eck Bracing/Handicapped Ramp Compliant 3rade away from foundation 6 inches with 10 feet f 3 inch clearance to sill plate ,./,. Sas Valve shut-off exposed/regulator 18 inches above grade nterior privacy I trim I doors I main entrance 36 inches s/` Bathroom/Kitchen watertight / Safety glazing/Window in stairwells safety glazing j Interior Smoke Det ors/Carbon Monoxide ]etectors Every level: Eve�ry Bedroor�rr: ,i I� Outside every bedroomfarea: ,,/ Inter Connected: ��// Battery backup: Y4 � ���� Attic access 30 inches x 22 inches x 30 inches(height)in accessible area tr Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window ij Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification f Floor truss, draft stopping finished basement 1,000 sq.ft. . Emergency egress below grade ✓ Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating 4. / 1- ������ Low water shut-off boiler �/ Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door!door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces!Tamper Proof Receptacles �\ Flex Gas Pipe Bonding qo-N-\\-- SiteAs Built Septic System/Sewer Dept. Inspection Sticker Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/O[Temporary/Permanent J — F % o Rt.._ G 1 R-6?Li)-C-F NW ?� L:1Building&Codes FormslBuilding& Codesllnspection Forms1Residential Final Inspection Form revised 100405.doc;Revised January 7,2008;Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 r • 4.. Air Leakage Property Organization HERS Unknown Grajny Consulting, LLC Confirmed 3 Essex Court 518-221-3240 03/28/14 Queensbury, NY 12804 Stan Grajny, PE Rating No:0612130 Rater ID:5609922 Weather:Albany, NY Builder 3_EssexCourt The Michaels Group MichaelsGroup_3EssexCourtQueen sbury_NYESH_032814 SG_BP_QAD Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.24 0.19 ACH @ 50 Pascals 3.52 3.52 CFM @ 25 Pascals 1323 1323 CFM @ 50 Pascals 2076 2076 Eff. Leakage Area (sq.in) 114.0' 111.0 Specific Leakage Area 0.00019 0.00019 ELA/100 sf shell (sq.in) 1.53 1.53 Duct Leakage Leakage to Outside Units Ducting • CFM @ 25 Pascals 6 • CFM25 /CFMfan 0.0033 CFM25 / CFA 0.0014 CFM per Std 152 N/A CFM per Std 152 / CFA N/A 1 CFM @ 50 Pascals 9 Eff. Leakage Area(sq.in) 0.52 Thermal Efficiency N/AI Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0548 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate (cfm) 81 Hours/Day 24.0 Fan Watts 30.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2-2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 80 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 160 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to pruvide required REM/Rate- Residential Energy Analysis and Rating Software v14.4.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: 9 y3 am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: '"l ita-.1-tZ 4- c"Z.P PERMIT NO.: 2 c,-,(.3 — 1°1 LOCATION: [ l 7 INSPECT ON: c7/-2,3 RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal / Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches _ ft. Size of Stone Seepage Pits: Number c�/t - Size: x V Stone Size: Piping Size Type ) Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: _Y N End Cap _Y__ N Inlet/Outlet Pipes&Baffles _Y N Manholes 12"or less below grade _Y_N [provide extension collar if Yes] TY_ N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _ N Engineer Report and As-Built ^, N ETU Maintenance Contract _Y N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System 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 Report 03 29 10.doc r -^ NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury,NY 12804 D • j 09 Phone-518-745-4400 Fax -518-792-8511 e J � �►) ; 0 2013 August 16, 2013 Job#46216 New York State Dept. of Health 77 Mohican Street Glens Falls,NY 12801 RE: Sutton Place Subdivision - Queensbury(T) 11 Essex Court(Lot# 18) Septic System Dear Sir/Ma'am: This letter is to inform you that we inspected the completed septic system for the house at yr Essex Court(Lot#18) in the Sutton Place Subdivision on June 3,2013. The septic system as installed was for a four bedroom house and consisted of a 1,250 gallon septic tank and 200 lineal feet of absorption trench constructed with stone and perforated pipe. The system conforms to the requirements of the approved subdivision design drawings. Please call me if you have any questions or concerns. Sincerely, 40„, Thomas R. Center Jr., PE cc: Dave Hatin, Town of Queensbury Eric Wilson, The Michaels Group Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: 9 -/' i 3 NAME: Pi1LJ\9 L6-7\m„, p LOCATION: t._ PERMIT #: / , r//)9 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: (-1)/6 ' Craig Brown, Zoning Administrator Notes: L:1SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc W —"- 52.39' O Orf N 0 J'• O U`E V INQ A PLIBELn SURVEYORS AVi0 A ISRA Y MAP RON QQ A ON5E0 VNO UMIBONSEAL H A NEW YON QF SEC ON ADU, sue-wN51CN 3. OF THE NEW LY C :FATE FUMC E N LAW.' 'ONMKED COMES iRRM 1NE OF DiE OF SU SURVET NARKED 'AIIII E NSDERL T BE VN° TRUE ORS SEAL SHAD 6E CQ49DERE0 TO BE NI G IFY COPIES.' OPI IS SURI Y WR I" ERV IN ACC DMCE M H THIS NO %WAS PREPARED O ACCPiRANCE WIM AME D CGY OF p TATE A FOR UND SURVEYORS UNC By BTM NEW YORK STATE As50GAn N OF PRORUN ONLY SND WHOM THE %BA 31A11 RUN ONLY TO THE i0 ME PEFSUN GIXt bH04.IHE SURVEY IS PREPPREO, ANO ON HIB BEHALF i0 ME nnE COMPANY, GOVERNMENTAL TO THE Al,g ,,S V THE In 11 MB D HEREON, NR TO NC AS -D OF ME RUPRON EM IEREU O N Lie. No. 50135 o] 2 LIGHT POLE . BLACKTOP MVV 2 5TORY WOOD FRAME hOU5E S85030'48"E r U w cn w S87027'49"E 99.82' 407- 17 or17 Mapof a Survey made for THE MICHAELS GROUP Town of Queensbury, Warren County, New York 11 I I MAP REFERENCE: I, SUTTON PLACE SUBDIVISION DATED SEPTEMBER4 23, 2003 LAST REVISED MARCH 20, 2006 BY VAN DUSEN & STEVES LAND SURVEYORS" d. N O Orf N 0 J'• q Y �J S e J�• JM /�J Steves y ® L 169 Haviland Road Queensbury New York 12804 U`E V INQ A PLIBELn SURVEYORS AVi0 A ISRA Y MAP RON QQ A ON5E0 VNO UMIBONSEAL H A NEW YON QF SEC ON ADU, sue-wN51CN 3. OF THE NEW LY C :FATE FUMC E N LAW.' 'ONMKED COMES iRRM 1NE OF DiE OF SU SURVET NARKED 'AIIII E NSDERL T BE VN° TRUE ORS SEAL SHAD 6E CQ49DERE0 TO BE NI G IFY COPIES.' OPI IS SURI Y WR I" ERV IN ACC DMCE M H THIS NO %WAS PREPARED O ACCPiRANCE WIM AME D CGY OF p TATE A FOR UND SURVEYORS UNC By BTM NEW YORK STATE As50GAn N OF PRORUN ONLY SND WHOM THE %BA 31A11 RUN ONLY TO THE i0 ME PEFSUN GIXt bH04.IHE SURVEY IS PREPPREO, ANO ON HIB BEHALF i0 ME nnE COMPANY, GOVERNMENTAL TO THE Al,g ,,S V THE In 11 MB D HEREON, NR TO NC AS -D OF ME RUPRON EM IEREU ;518)`792-8474 New York Lie. No. 50135 S87027'49"E 99.82' 407- 17 or17 Mapof a Survey made for THE MICHAELS GROUP Town of Queensbury, Warren County, New York 11 I I MAP REFERENCE: I, SUTTON PLACE SUBDIVISION DATED SEPTEMBER4 23, 2003 LAST REVISED MARCH 20, 2006 BY VAN DUSEN & STEVES LAND SURVEYORS" d. N O Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: h. .4 am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: et,LT) 1 NAME: ,/Y\ 1.1� PERMIT NO.: 3 LOCATION: /�( ��3t 1 ti�' INSPECT ON: Lr'--/ 3-/ '3 RECHECK: Comments and/or diagram Soil Type: Loam/ Clay Type of Water: unici,. / Well Water Waterli - eparation 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 4`.2--/- ft. Length of each trench �> ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank ALL l Tank to Distribution Box 4 Distribution Box to Field/ Pit A" Ft�tZ Opening Sealed: VS' N End Cap ✓_ N Inlet/Outlet Pipes& Baffles +/Y - �N Manholes 12"or less below grade Y ✓)1�, [provide extension collar if Yes] TY Location / Separations Foundation to tank (f.) ft. Foundation to absorption 2,A^c ft. Separation of Pits ft. Conforms as per Plot Plan Y Engineer Report and As-Built Y V N{ ETU Maintenance Contract _Y N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Stat e�: p Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:1Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc M��EZ�S�oyva _, e 3NOZ 1f19 ON — 11 1 co 4 I W 11 1 z=� moo- �� 1 1 1 CL n w�L i- �}w 1 airZD } w uj F CII) I � ¢a~ I wz CL w goo z 00 z I LL LLa _1 N I I I Q7 U I I O cu.W O 1 co tl. z I I �� IN o* 1 0300 J Z Ii 1 W II � IDo� r1 I o I1 n 11b1AVOVi00 o/ 1 i r 13S'_ I I, � 1 I I � ,o o. -20.37 spZ'tiL =675.0 s6")kul 3,00 6cocoN "0 XSS3 >� Qa U RN o w.X. NcrX�;w d' j W Z)N I-W 0 - Liz z �aOf V)<V)m o¢ J L -3 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: r r am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: G, NAME: ( rAr7<- PERMIT #: 1 3- /G LOCATION: INSPECT ON: (0 -- //-i- TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 '/x inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Li Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report r( ��� ok`'�jj Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: •, NAME: vC' ' .r - /V_E, - PERMIT#: 13 -/v`1 LOCATION: INSPECT ON: ')--/.3 TYPE OF STRUCTURE: SF. 0 N/A COMMENTS: !-Ffaming Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers \// Jack Posts/Main Beams t✓ 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 ' (w) 16 gauge_(8) 18D 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 .\, 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:1Buiiding&Codes Fomes-OLD\Suirding&CodesUnspection Fomts'Framing Firestopping Inspection Report.doc Revised January 7,2008 1 a 1z J ��� Rough Plumbing I Insulation Inspection1Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: w(am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: r NAME: A I A )-l.s 6-r-a t - PERMIT #: 13 ` l C%q LOCATION: . - INSPECT ON: cQ TYPE OF STRUCTURE: S f 1 N NIA Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I 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 /1- Air/Head 50 P.S.1 for 15 minutes Insulation/ 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 Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Town of Queensbury Fire Marshal ES 742 Bay Road Queensbury, NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas 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 specifications is allowed. 3 --)0 . � \. (/ Permit# 1 L 9 Schedule Inspection 6-,— )---L.3 Time Z., - am anytime Inspecto Name M 1 C4' 6.'L 61--D Address -3 `L x 0_ " 1 Rough In)( Final Appliance Manufacturer 40Pt—k- Model# Z.L''- 7 c---c=="71—<._ e _C-- Direct VentFactory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection 1 Clearances to Combustibles (all sides) \c/ Firestop(s) Vertical Chase r Wall Penetration 'a 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 I Combustion Air 7 Hearth Extension (if any) i Mantel Height above f/p opening Witness Operation W ' Tank Placement(if LP) V—.----- .---'\. ,,,.._ (.. ,15.1.5C.Alc ., T...) CO Detection CSST Bonding +J White—Building Dept. Ycllon—Customer Pink—Fire Marshal Framing / Firestopping Inspection Report n V 1— 3 Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building &Code Enforcement Arrive: am/ m rt:Z. am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: /o 9 LOCATION: .ifr INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs 1 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 1/2(w) 16 gauge (8) 160 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 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:\Building&Codes Forms-OLDWuilding&Codes\nspe ion FormslFraming Firestopping Inspection Report.doc Revised January 7,2008 -' L,uth g -o a Foundation Inspection Report ( ) Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Dep am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:,_-_-_71 b,„ 9 I , U.) �^ e NAME: l l\ - Q¢JA &A�,,(J PERMIT#: / 3 — /b LOCATION: 3 f' A L 1 INSPECT ON: 1-30 /3 TYPE OF STRUCTURE: SET-) Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval //z_ Bing Under Slab '1_, G C/53P ( 9Cast/Copper V Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Buliding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM PC\ n to -I Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart.' �!J .' pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:Cl/49 NAME: ` e-JP-S-(43,` PERMIT#: / 3 -/0 9 LOCATION: C INSPECT ON: 4-1.-),-/ 3 TYPE OF STRUCTURE: F Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation 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 /4(7 lab CL Backfill Approval vn' /�' Plumbing Under Slab ( ,)Cast/Copper -�- Foundation Insulation Interior/Exterior R- S� Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspec ion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report .OA) Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 1 , frppam/pm 9 NAME: r '' 13 els 6- I' PERMIT#: 13 . / 064 LOCATION: e ,uj INSPECT ON: –1_3 TYPE OF STRUCTURE: Comments Y N Na 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 v Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg 3--1L\ (`1 Footing Drain Daylight or Sump T Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval — Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Cico (.''f ` -.1e) Foundation Inspection Report f 0 +`t Office No.(518)761-8256 Date Inspection request received: ''l / ( 3 Queensbury Building&Code Enforcement Arrive: am/pn Dep: : ; . . I1pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: C e•--CD NAME: r C'1 rt C(15 6 I1 ('(-'4 PERMIT#: / ) — 6 LOCATION: 3 .,> LC; ;r'1 INSPECT ON: NMI TYPE OF STRUCTURE: � --T7 Comments r, Y N N/A . 914./ ootings _ 1;�,; y-C���cILTe�',,�,a I I Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Ma 'als-for_this purpose on site. _ Foundation/Wallpur Reinforcement in Place ---R ,i, f ' l V \‘`VFooting Dowels or Keyway in place l Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 10,11pn. ( 10 :30 -t l oN, Foundation Inspection Report ? z' Office No.(518)761-8256 Date Inspection request received: 3 Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:( ` NAME: e14 PERMIT#: DO 1310 • LOCATION: INSPECT ON: RN TYPE OF STRUCTURE: 5r Comments Yj N NSA outings • tars . 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 1-3‘1.k-> ��4 �4 ��' Footing Dowels or Keyway in place J Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump j Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM