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RC-000135-2015 s, �n G r� o � C Cy ar n N C14 Cd O Ffl- d a LLI 00 00 00 N n v f� o O v •--� ,.p Q Q z eq e OU 'P i] -G O � y t.., s. -In Ck 4n En En cu b O O � •CL O 95 a� as cu y C 4 � � .fl as Cd i 's aiEncxc a 3 a CA o Co c�a a. > C 4i TOWN OF QUEENSBURY I, 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 — Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: RC-000135-2015 '61� Tax Map No: 308.19-2-13 REVISED Permission is hereby granted to: Michael's Group Homes, LLC For property located at: 23 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 Owner Name: Michael's Group Homes, LLC Single Family-New $280,000.00 Owner Address: 10 Blacksmith DR, 1 Total Value $280,000.00 Malta,NY 12020 Contractor or Builder's Name f Address Electrical Inspection Agency Tony LoCascio Plans&Specifications SFD 2722 s.f,w12-car attached garage PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, September 23, 2016 (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 Toof Que sbury T d ember 24,2015 SIGNED BY: , for the Town of Queensbury. Director of Building& Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 I F1 Ifor0 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150452 Application Number: A20150452 Tax Map No: 523400-308-019-0002-013-000-0000 Permission is hereby granted to: MICHAELS GROUP LLC. THE For property located at: 23 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 Single Family Dwelling $280,000.00 10 BLACKSMITH Dr Suite 1 Total Value MALTA,NY 12020-0000 $280,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications BP 2015-452 Single-Family Dwelling 1,859 sq. ft. with 2-car att. garage 554 sq. ft. $627.50 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 24,2016 (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 T n o eens ryr V /da September 24,2015 i SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement r OFFICE USE ONLY IE% w Ciii u TAX MAP NO. . 19 J 2 1,j PERMIT NO. , FEES: PE' T 1021-.' RECREATION 650 - ENGINEERING 11 '' P 15 2015 op -1-2._)06 VT--- (If applicabl ) : , TOWN OF QUEENSBURY PRINCIPAL STRUCTURE: BUILDING&CODES 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: -The- Mies C-17-0-V OWNER: ADDRESS: 10 BLALLs►Atna DR, 1-1 ALTA ,NY ►Zozo ADDRESS: " " PHONE NOS. 51S"8°t`t- co 31t PHONE NOS. " CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: 1.• 1-.°4-11-S4-10. PHONE: a61 -314 4- LOCATION LOCATION OF PROPERTY: Z 3 SEDC CC)L -T SUBDIVISION NAME: Sv'CSot`l PL.A-C-� PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR O x Ci 01-- PROJECT p Q O (nci) LL(i.) i=3 OW O W J W Q d 2 owaw ix- Zw o ? a 1-LL or: — z Q ¢ �u I-u_ a7_oa SINGLE FAMILY X 1,e59 Bic.31 2,122 4 33 -d''/_ TWO-FAMILY MULTI-FAMILY(NO. ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1 2@, ) X 554 OTHER Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 1 • IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: ° 0 e FUEL TYPE: C1 A.S HEAT TYPE? *HOW MANY FIREPLACE(S) t AND/OR WOODSTOVES(S): KIR ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? Nb IS THIS A HISTORIC SITE? i40 PROPOSED USE OF BUILDING OR ADDITION: SIN41-E tt-V rteS1 �c ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? mc, ARE THERE EASEMENTS ON PROPERTY? lVo *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed �{ r Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codes(a queensbury.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: ZONING APPROVAL DATE BUILDING & CODES APPROVAL DATE d a Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ,&f) E-11 Fire Marshal's Office E VIE I `+ Town of Queensbury • 742 Bay Road • Queensbury, New York •1 ! R �. Michael J. Palmer, Fire Marshal• Gary Stillman, Deputy Fire Marshal fei-mt - .Q,,, • d TO t UEENSBURY it- 12-103 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: T-1rc M1U-e11-15EkS CO25211• uC- INSTALLER/BUILDER: ADDRESS: ADDRESS: 17100 C,44117-I- -- 44-124+44S 1•%1•-e PHONE NOS. 5‘8•491 • 11 PHONE NOS. 5\S• 8149.cktono LOCATION OF PROPERTY: SUBDIVISION NAME: P1 1D C- iS1NG�S LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: T• 1-112CPSCaC' PHONE: `Y%'•$5�•3144 ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATI.ON STOVE FIREPLACE INSERT )C FIREPLACE, FACTORY BUILT* FIREPLACE,MASONRY FURNACE (GARAGE ONLY) *IF FACTORY BUILT, PLEASE PROVIDE: MANUFACTURER NAME: VAe-PqC4LC MODEL NO. 11=0`/3-73Z A- 4L1 LISTED BY: NUMBER: QUESTIONS ? CALL 761-8205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firemarshaIc queensbury.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 ✓ X **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. Town of Queensbury Michael F. Travis Highway Highway Superintendent g J Home (518) 798-0413 Department 742 Bay Road-Queensbury, NY 12804 Thomas R. Van Ness Office Phone: (518) 761-8211 Deputy Highway Superintendent Fax: (518) 7453466 Home (518) 745-0929 DRIVEWAY PERMIT DATE: q)%01%5 D E C EE l V LE APPLICANT NAME: MKMAeLS�{Rct��, LLC SEP 1 5 2015 TELEPHONE NO.: 5V:2> • (3l I TOWN OF QUEENSBURY BUILDING& CODES ADDRESS TO BE INSPECTED: RETURN ADDRESS: Io sok '>1Z -�, IZazc) 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 MIL For an EPA homeowner's guide: htt.: www.e.a.•ov n•des •ubs homeowner •1:..- _-•� ,- �y- OFFICE USE ONLY jiu1[t' l S L f TAX MAP NO. PERMIT NO. PERMIT FEE SEP 1 5 2015 • • APPROVALS: ZONING TOWN CLERK T*WN OF QUEENSBURY 83U14--31 (3*COD --- 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: .TNE N4\(.A-441Et,.S C47-oLP,I.I..C- INSTALLER: Fin et:)x xa.s eXGAUPSIt 4 ADDRESS: Iv n- -AEAl-S 4* 1,17-`a, MALTA,1•)1/41 ADDRESS: 5 4 1�1.C>2114 Si, %-tl.PS()11J PALLS,t3-i i283`j PHONE NOS. $ctct•(e311 ►Zf>ZJ PHONE NOS. 147 '`I 37I LOCATION OF INSTALLATION: 2Z Er•=�� 5r 1 (SuITO VS 7L.M..e- Sib-p1V►S1q.1) RESIDENCE YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: BEDROOMS 1980 or older II X 150 gallon per bedroom = 0 GARBAGE GRINDER • INSTALLED? 1981 -1991 X 130 gallon per bedroom = 0 1992-present 3 X 110 gallon per bedroom = 0 3 30 SPA OR HOT TUB INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE SLOPE % ✓ SOIL NATURE: SAND "<- LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL , WELL (If well:water supply from any septic system absorption is:( 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: /� DOS 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: ie c ❑ABSORPTION FIELD (WITH NO. 2 STONE) Total length/Sib ft. Each trench 2 4 X Z`t' ❑SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? E l 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 an. all requirements of the Town of Queensbury codes( ciueensburv.net Sanitary Sewage P- pos., Ordi nce. VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net (r., I- s-:// )-...... Signa ure of -rson Responsible Dat Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 -11(Qs Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 101 6 I IS Queensbury Building&Code Enforcement Arrive: am/ppm�,(�Depart. pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:�� NAME: M 1cXGith Gl' � P PERMIT#: ' . LOCATION: 23 ESSCt ct- 1 INSPECT ON: 1 Oil 31 24,15 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 17. .�-� '2Y-A‘,�s Footing Dowels or Keyway in place ✓ �, Foundation Dampproofing Foundation Waterproofing �► Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 ff di /nn abeaeb -:.e JUO-Z `GJS aae-ld uo}jnS :pnoo XassD £Z 'ON asn9H `C � 101 Z9tb-5 HOZ d8 dnoa!D slauuoiW auh /1 �g d LO$ 12 I 1*1 E_G�EOVE ., p 15 2015 1•'BUILDING _ X83° 57"E & CODES 352.5Q sv 0 0 --- to S i t At v Yom- L 0 T S (iJ 13 uJIry ' s r : sq, ft. 43 689: � s 1.00 acres � - �- �` /(Zi lZ C jj di /nn abeaeb -:.e JUO-Z `GJS aae-ld uo}jnS :pnoo XassD £Z 'ON asn9H `C � 101 Z9tb-5 HOZ d8 dnoa!D slauuoiW auh /1 �g d LO$ 12 I 1*1 REScheck Software Version 4.6.1 Compliance Certificate Project The Devonshire o�alS�� Energy Code: 2010 New York Energy Conservation D E u W E Location: Warren County, New York Construction Type: Single-family JEr 5 ZU y 15 Project Type: New Construction Conditioned Floor Area: 2,722 ft2 Glazing Area 15% TOWN OF QUEENSBURY Climate Zone: 6 (7635 HDD) BUILDING &CODES Permit Date: 8 September, 2015 Permit Number: Construction-Site: Owner/Agent: Designer/Contractor: 23 Essex Court The Michaels Group Queensbury, NY 10 Blacksmith Drive Malta, NY iCompliance: Passes using UA trade-off Compliance: 4.4%Better Than Code Maximum UA: 408 Your UA: 390 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Raised or Energy Truss 1,859 38.0 0.0 0.025 46 First Floor Walls:Wood Frame,24" o.c. 1,728 21.0 0.0 0.056 77 lx Home Office(AB): Wood Frame, Double Pane with Low-E 31 0.300 9 Mud#20: Solid 19 0.170 3 lx Master Bath (Y):Wood Frame, Double Pane with Low-E 16 0.300 5 lx Master Suite (AO):Wood Frame, Double Pane with Low-E 35 0.300 11 2x Great Room (Y):Wood Frame, Double Pane with Low-E 31 0.300 9 2x Great Room (AA):Wood Frame, Double Pane with Low-E 13 0.300 4 2x Great Room (AR):Wood Frame, Double Pane with Low-E 31 0.300 9 lx Great Room (AS):Wood Frame, Double Pane with Low-E 25 0.300 8 lx Great Room (AT):Wood Frame, Double Pane with Low-E 11 0.300 3 lx Great Room (AQ):Wood Frame, Double Pane with Low-E 27 0.300 8 Brkfst#17: Glass 54 0.300 16 lx Dining (AB):Wood Frame, Double Pane with Low-E 31 0.300 9 Foyer#1: Glass 21 0.170 4 2nd Story Walls:Wood Frame,24" o .c. 1,184 21.0 0.0 0.056 60 Ix Foyer(AP):Wood Frame, Double Pane with Low-E 11 0.300 3 Project Title: The Devonshire Report date: 09/08/15 Data filename: F:\Share\Design\Res-Check\Sutton Place\12 Essex Court.rck Pagel of 7 'Y Gross Area Assembly or Cavity Cont. U-Factor UA Ix Bed#3 (AB):Wood Frame, Double Pane with Low-E 31 0.300 9 Ix Loft(AB):Wood Frame, Double Pane with Low-E 31 0.300 9 1x Bed#2 (AB):Wood Frame, Double Pane with Low-E 31 0.300 9 Bsmnt Wal11:Solid Concrete or Masonry 1,480 0.0 13.0 0.052 77 Wall height: 7.6' Depth below grade: 6.6' Insulation depth:7.6' 3x Std Bsmt Wins:Wood Frame, Double Pane with Low-E 6 0.300 2 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to-cvrnpy with the mandatory requirements listed in th REScheck Ins ection Checklist. Name-Title Signa u `f �' ' ►`pG� \ Dated- � IS/ o��fiES SI�� Project Title: The Devonshire Report date: 09/08/15 Data filename: F:\Share\Design\Res-Check\Sutton Place\12 Essex Court.rck Page 2 of 7 REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.2 ;,Construction drawings and ❑Complies [PR111 :documentation sufficiently ❑Does Not v ;demonstrates energy code compliance for the building ❑Not Observable envelope. ❑Not Applicable 103.2, ;,Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR3]1 ;demonstrates energy code l� :compliance for lighting and ❑Not Observable mechanical systems.Systems ❑Not Applicable ;serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 j Heating and cooling equipment is; Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not `,� on loads per ACCA Manual J or ; Cooling: Cooling: other approved methods. Btu/hr Btu/hr :,[:]Not Observable ;❑Not Applicable j r i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: The Devonshire Report date: 09/08/15 Data filename: F:\Share\Design\Res-Check\Sutton Place\12 Essex Court.rck Page 3 of 7 a 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 Exposed foundation insulation ❑Complies [FO11]2 #protection. ❑Does Not g ❑Not Observable I El Not Applicable 403.8 Snow melt controls. ;❑Complies [FO12]2 ;❑Does Not J ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: The Devonshire Report date: 09/08/15 Data filename: F:\Share\Design\Res-Check\Sutton Place\12 Essex Court.rck Page 4 of 7 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.4.4 Fenestration that is not site built d ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440lop i or has infiltration rates per NFRC ` ❑Not Observable �400 that do not exceed code ❑Not Applicable limits. 402.4.5 sIC-rated recessed lighting fixtures$ ❑Complies [FR16]z sealed at housing/interior finish ❑Does Not and labeled to indicate&It;=2.0 ❑Not Observable cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies (FR13]1 air handlers,filter boxes,and ❑Does Not U ;building cavities used as return f ducts are sealed. IE]Not Observable J❑Not Applicable 403.2.3 ;Building cavities are not used as ; ❑Complies [FR15]3 'ducts or plenums. ❑Does Not {' -]Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies [FR17]z above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to R-3. ❑Not Observable ❑Not Applicable 403.4 ;Circulating service hot water R- R- ;❑Complies [FR18]2 !pipes are insulated to R-2. T Does Not bJ i ;❑Not Observable i ;❑Not Applicable 403.5. Automatic or gravity dampers are T❑Complies [FR19]z installed on all outdoor air ❑Does Not intakes and exhausts. 1 ❑Not Observable l IE]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: The Devonshire Report date: 09/08/15 Data filename: F:\Share\Design\Res-Check\Sutton Place\12 Essex Court.rck Page 5 of 7 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy 303.1 jAll installed insulation labeled or ❑Complies [IN13)2 I installed R-values provided. ❑Does Not �J ❑Not Observable El Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: The Devonshire Report date: 09/08/15 Data filename: F:\Share\Design\Res-Check\Sutton Place\12 Essex Court.rck Page 6 of 7 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.4.2. Building envelope tightness ACH 50 = ACH 50 = ;❑Complies 402.4.2.1 verified by blower door test result ;❑Does Not [F[17]1 of&It;7 ACH at 50 Pa.This Q j ;requirement may instead be met ❑Not Observable ;via visual inspection, in which ;❑Not Applicable case verification may need to ,occur during Insulation Inspection. 403.2.2 Duct tightness via post- cfm cfm ;❑Complies [FI411 :construction with maximum ❑Does Not U :leakage of 8 cfm to outdoors, or 12 cfm across systems. For I❑Not Observable rough-in tests,verification may ❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies [FI9]� installed on forced air furnaces. ❑Does Not ❑Not Observable i❑Not Applicable 403.1.2 'Heat pump thermostat installed ❑Complies [FI101� on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [FI11]2 f systems have automatic or ❑Does Not accessible manual controls. i ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not .01 ❑Not Observable j ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [F[18]3 mechanical and water heating ❑Does Not equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: The Devonshire Report date: 09/08/15 Data filename: F:\Share\Design\Res-Check\Sutton Place\12 Essex Court.rck Page 7 of 7 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 13.00 Floor 0.00 Ceiling /Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 Door 0.30 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments Property Organization HERS Unknown GRAJNY Consulting, LLC Confirmed 23 Essex Court 518-221-3240 01/25/16 Queensbury, NY 12804 Stan Grajny, PE Rating No:1211152 RaterID:5609922 Weather:Albany, NY Builder 23_Essex The Michaels Group MichaelsGroup_23EssexQueensbur y_NYESH_T2_012516.big Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.17 0.13 ACH C 50 Pascals 2.51 2.51 CFM C 25 Pascals 1092 1092 CFM @ 50 Pascals 1714 1714 Eff. Leakage Area (sq.in) 94.1 94.1 Specific Leakage Area 0.00014 0.00014 ELA/100 sf shell (sq.in) 1.12 1.12 Duct Leakage Leakage to Outside Units Ducting CFM @ 25 Pascals 12 CFM25 / CFMfan 0.0068 CFM25 / CFA 0.0026 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM C 50 Pascals 19 Eff. Leakage Area (sq.in) 1.03 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.1087 Ventilation Mechanical Exhaust Only ASHRAE Sensible Recovery Eff. (%) 0.0 62.2-2010 Total Recovery Eff. (%) 0.0 Rate (cfm) 74 76 Hours/Day 24.0 24.0 Fan Watts 30.0 ASHRAE 62.2 - Ventilation Requirements The ASHRAE 62.2 flow rates shown above are the CONTINUOUS mechanical fresh air ventilation which will meet the'whole-building' requirement under that version of the standard. Both values incorporate any appropriate 'infiltration credit'. Intermittent mechanical ventilation may be used if the flow rate is adjusted accordingly. For example, the runtime can be reduced to 12 hours per day using a doubled flow rate, as long as the system provides ventilation at least once every 3 hours. For more detail, refer to the appropriate standard. This information does not constitute any warranty of energy cost or savings. © 1985-2015 Noresco, Boulder, Colorado. t^ NACE M P.C. 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 January 25, 2016 Job#46216 New York State Dept. of Health 77 Mohican Street Glens Falls,NY 12801 RE: Sutton Place Subdivision- Queensbury(T) 23 Essex Court (Lot# 13) Septic System Dear Sir/Ma'am: This letter is to inform you that we inspected the completed septic system for the house at 23 Essex Court(Lot#13) in the Sutton Place Subdivision on December 24, 2015. The septic system as installed was for a four bedroom house and consisted of a 1,250 gallon septic tank and 196 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, Thomas R. Center Jr., PE cc: Dave Hatin, Town of Queensbury AC Eric Wilson, The Michaels Group L.. SAL.l7' JAN 26 2016 tuL �� NEW YORK ATLANTit -INLAND, INC. MAIN OFFICE: (607)753-7118 Atlantic-Inland, Inc-is in the process of issuing a Certificate of Compliance for the electrical installation project as covered in an application filed with our main office. Application#: b Site Address: ate Electrical Inspector Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a Lrni Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _ NAME: `��A- PERMIT NO.: LOCATION: Z:�- k 54¢'— �� INSPECT ON: RECHECK: Comments and/or diagram Soil T a / Loam/Clay Type of Water: urn " al I 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 Size: Stone Size: Piping Sze Type Building to tank C` Tank to Distribution Box ` Distribution Box to Field Pit Opening Sealed: N End Cap N Inlet/Outlet Pipes&Baffles Manholes 12"or less below grade /N [provide extension collar if Yes Y Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan Engineer Report and As-Built _Y N ETU Maintenance Contract Y_N A44 provided Location of System n operty: Front ear Left Side Right Side Middle Front Middle Rear System Use S 7A roved a p and needs to be re-inspected, please call the Building &Codes Office oved L:\Pam Whiting\2010\Bui1d1ng Codes.Forms\Inspection Forms\septic Inspecdon Repor -03 2910.doc Rough Plumbing 1 Insulation Inspection Report Inspection request received '1 L 1i Name Mk Inspected on Location Za2 Arrive am/45) Permit No. (LG 135 5 Inspector's Initials Type of Structure COMMENTS Y N NA Plumbing under slab Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I.or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Window Sealing 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 Blower Door Test Air Sealing 17f Town of Queensbury Building& Code Enforcement Office No.(518)761-8256 Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Framing 1 Firestopping Inspection Report Inspection request received: p q � Name: Inspected on: Location: -Z7 -��` ���_ Arrive: a.m.I p.m. Permit No.: i'C_� ��� ��5 Inspector's Initials: TYPE OF STRUCTURE: Y N NIA COMMENTS: raming Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing/Bridging f 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 '/2(w) 16 gauge(8)16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour of Fire wall 2,3,4 hour estopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side''/z 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 Design Professional Sign-off,if required Framing /Firestopping Inspection Report c�6�-�6 Rough Plumbing / Insulation Inspection Report Inspection request received �j 5 Name P'� 1 S Cr- - Inspected on 2 Location ?j�j �—SS�['C Arrive am/pm Permit No. —G 0� 3��- Z-0� Inspector's Initials Type of Structure COMMENTS Y N NA Plumbing under slab i Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I.or 10 ft.above highest connection for 15 minutes Pressure Test 00, Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation / Residential Check/Commercial Check Window Sealing 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 Blower Door Test Air Sealing Town of Queensbury Building & Code Enforcement Office No. (518)761-8256 Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Framing 1 Firestopping Inspection Report Inspection request received:I"� f Name: k�L� �� Inspected on: Location: 2.7s Arrive: �.�— a.m.I p.m. Permit No.: rz? _ 2-cv Inspector's Initials: TYPE OF STRUCTURE: �� Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '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 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''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 Design Professional Sign-off,if required Framing /Firestopping Inspection Report Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Framing / Firestopping Inspection Report Inspection request received: j Z Name: 01 A fl e Inspected on: Location: Arrive: ®- a.m.I p.m. Permit No.: t�L"UDO 1 / I �l 2� Inspector's Initials: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/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 e and water shield 24 inches from wall '""' / Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed E "� 16 inch insulation in cavity min. ' Garage Fire Separation House side''/z 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 Design Professional Sign-off,if required Framing/Firestopping Inspection Report Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:njn 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: '1�-C—Vy� /1�� ,a-) PERMIT#: � ^ 13�— �AS LOCATION: Z�' 0 V� INSPECT ON: /D TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump ,i Footing Drain Stone: i.. 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 12/9/2014 Foundation Inspection Report Office No. (518) 761-8256 .: Date Inspection request received: l G l G Queensbury Building&Code Enforcement Arrive: am/pm Depart: anVpm 742 Bay Rd., Queensbury,NY 12864 Inspector's Initials • NAME: f Pam'► �i-e� ��0 ' PERMIT#: LOCATION: INSPECT ON: Ato TYPE OF STRUCTURE: all -- Y ?C�k'c�;> Comments Y" 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 } f� Footing Dowels or Keyway in place 1 — Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. ti L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 0 It� 1�j Queensbury Building&Code Enforcement Arrive: am/pm. Depart. � m/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:L�� / NAME: PERMIT#: LOCATION: 23 asc C INSPECT ON: i I i 3 2.G11—> TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 a�J