The URL can be used to link to this page

2014-214 TOWN OF QUEENSBURY w742 Bay Road,Queensbury,NY 12804-5902 518 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140214 Date Issued: Thursday, September 03, 2015 This is to certify that work requested to be done as shown by Permit Number P20140214 has been completed. Location: 256 LAKE Pky Tax Map Number: 523400-226-019-0001-076-000-0000 Owner: GEORGE & PATRICIA PENSEL Applicant: GEORGE & PATRICIA PENSEL This structure may be occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property (- 0,P 4 ke"-- owner of the responsibility for compliance with Site Plan, Variance, or 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 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 TO ` Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140214 Application Number: A20140214 Tax Map No: 523400-226-019-0001-076-000-0000 Permission is hereby granted to: GEORGE & PATRICIA PENSEL For property located at: 256 LAKE Pky 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: GEORGE & PATRICIA PENSEL 2635 STATE ROUTE 9 Garage Attached NY 12804-0000 Single Family Dwelling $500,000.00 QUEENSBURY, Total Value $500,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency MCCALL CONSTRUCTION 1485 CTY RTE 29 NORTH CREEK.NY 12853-0000 Plans &Specifications 2014-214 SFD w/garage 294 sf --1st flr 1,041; 2nd flr 1,165sf See AV 30-2013 & SP 30-2013 $491.30 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 19,2015 (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 Town Que sbu , Tb ,d�; ,June 19,2014 SIGNED BY :IG�L for the Town of Queensbury. 14. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Temporary 90-Day Certificate of Occupancy Building Permit No. : 2014-214 Property Location : 256 Lake Parkway Property Owner: Patricia & George Pensel Approved for the following uses: Single Family Dwelling Conditions of approval: 1. Provide hardware on fire doors 2. Sheetrock under garage stairs 3. Rock wool or fire foam at soffets 4. Engineer as-built report 5. Site plan certification report $100 fee received on: June 22, 2015 90 Day Temporary CO expires on: September 22, 2015 *A final inspection for this project must be scheduled before the expiration of this Temporary Certificate of Occupancy— if your project is not complete within this 90 day period you will be subject t, additional fees* Signature of Applicant: ' Applicant:Printed name of A � t7 iy e v1Z�f Director of Building & Codes: (---. 4.49 4 David A. Hatin ' Town of Queensbury Building & Codes Office Dept. of Community Development 742 Bay Road, Queensbury, NY 1 Office Use Only Town of Queensbury Building & Codes Received: -/ '�Cv PRINCIPAL STRUCTURE APPLICATION Tax Map ID: 1 — Permit No.: oZ f A permit must be obtained before beginning construction Permit Fee: $ rdr 4/ Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $ 1vr? F units, including single-family dwellings,duplexes or two-family dwellings, multiple family Site Plan No.: S. 30-do 13 • AV 30-4)03 dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: homes,but not including mobile homes. This is in addition to the permit fee. Date '7 - `/ -/q Applicant Oou ct l,o& ()lc Cool Tax Map ID 2 Z(o 14t - l - 7(q Address RT- 2i Zoning ice) 9, Noe' C.42.eel'. N`'4 I7- Phone/E-mail 1'YlcCAil . f9_Tr,N}«.ev�� .N�c Property Owner G c-o t1?AT2 tc r W n i.-r Contractor/Agent --Doo9 1 res MLA I I Address Akd Address 1 LiR5 ecw svA-1 2.T 2e{ 0001 3 Q Ua%;. N? 12 g&-i Noa „C!eee k NI 12gS3 Phone/E-mail 793-s146-Z Geo{tie_ C5bc;eo29e.,.LorPhone/E-mail (Y1cCAI I - kQ'crov-kieeNet Building Street Address: 2% L At%E-R,oz t�waY Subdivision Name: Lot#: Historic Site: Yes No Estimated cost of construction: $ SOO 1o00 Type of Construction: Check all that apply Please indicate measurements as required below: C = o O 1st Floor 2nd Floor Other Total Height F a a Single Family Co�Q�� r'1 oy 1 11(76- I010 po A Z 7 7 Two-Family `_`ak Lig fit Multi-Family(#of units ) Townhouse Business Office Retail-Mercantile Factory-Industrial Attached Garages(#L) Z -j Other Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 If commercial or industrial indicate name of business Proposed use of building or addition ,ry&tet tip reviu{ 1-43:(14.— Source m _ Source of heat(circle one) Gas Oil Propane Solar Other Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" ►/S'es No Are there structures not shown on plot plan? Are their easements on the property? ' Site Information a. Dimensions or acreage of lot )( ki(D o Sc b. Is this a corner lot? D c. Will the grade be changed as a result of construction: Yes t4lo d. Public water or Private well L q14..E w A-rt e. Sewer or Private Septic System "7 N Q.‘VATr Value of all work to be performed(labor and materials) $ 500,000 Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 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 Ilwe 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 �o-c,412i Date: `7 -y-iq FOR OFFICE USE ONLY: Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 Office Use Only Received: Tax Map ID: Town of Queensbury Building & Codes Permit No.: I.9-a) y SEPTIC DISPOSAL PERMIT Permit Fee: $ A permit must be obtained before beginning construction Approvals: Applicant: ovs1tAs MCCALL Installer/Builder MOAALi-K rY CAL)ATIO") Address: 1'-1' coy' '- V Lc' Address Z.0 3 t-ST 1Z� Ceek + J 1 zgs3 bt_rnSTEXitt2 N 12.85-7 Phone: 251-Sip t° c 1( 14'-I- mqg Phone ZSI - 'k57- Owner: Gc),,-ugz-F l?a-re'o PQA524-- Location of Installation 761.9 Lelico T'Agk J I ' Address: ZSk LQvA ARV UJAA-( C7,epxvsCt)uR`{, NtelZgO4 Phone GIT - 7(13- Contact Person for Building&Code Compliance: Dov Ct k S Ma/4n Day Phone: 7',Li- /'I l$ Residence Information: Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? 1981-1991 x 130 = Spa or Hot Tub Installed? 1992-Present x 110 = Parcel Information: �V , — Topography _Flat Rolling—St�p�8te a-_%Slope Soil Nature _Sand _ oa-"t�m _Clay Other Groundwater At what depth? Bedrock/Impervious Material At what depth? Domestic Water Supply _Municipal _Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate- per minute 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 gallon (minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub System Type: Absorption Field(with#2 stone) Total length ft. Each trench X Seepage Pit(S)(with#3 stone) How many? Size? Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size? #of tanks? NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form on Town website;2)Effective as of March 23,2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system layout on file. There will be no exceptions. 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. Print Name: r,��0L3 C� 14S/�t t C CA-I Date: `r'4-1`1 Signature: �Jr 1 0141,0,-)2)L— Date: 7 ' q -/`/ Town of Queensbury Building odes Principal Structure Packet 518-761-8256 Office Use Only Town of Queensbury Building & Codes Received: Tax Map ID: FUEL BURNING APPLIANCE & CHIMNEY APPLICATION Permit No.: J <I ' ) / Permit Fee: $ Application is hereby made to the Building&Codes Office for the issuance of a Building&Use Permit pursuant to the NYS 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: Date 7 • L - /`� • Owner Ge 1-VA-retL:t - 'Pt t... Installe :uilder - a CCA-LL Address ZS(a L4 VAizickA)aY Address /L/es Q vee,ruS GueY 4,0`1' 12 OLt N0von. Q2e-e N` . !2c63 Phone SIR- `M3-5-1,15.7_ Phone 2. L-3(vl Location of proposed construction and/or installation: L 56, L A k-E PA Q k J. A i Contact Person for Building &Codes Compliance: -Doti los WIG CAI-I eef t # 7 Lig- (y 16-- Subdivision SSubdivision Name: Fuel Burning Appliance Information Wood Coal Pellet Gas Oil Stove Fireplace Insert Fireplace,factory built* ✓ Fireplace, Masonry Furnace,(Garage Only) * If Factory Built, Please Provide: Manufacturer Name: N)r Model No. Listed By: Number: W(t t Prop`ate z� to to rv� �Neu erotism cilviCe_. Chimney Information Masonry*" /check one _Block _Brick _Stone Flue /check one Tile Steel Size in Inches Material /check one _Double Wall _Triple Wall _Insulated _Direct Vent _Chimney Liner **If Non-Masonry,please provide: Manufacturer Name: Model No. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION & BUILDING CODE AND/OR MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE Town of Queensbury HANDOUTS REGARDING REQUIRED INSPECTIONS. Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 NATURAL LIGHT,VENTILATION,AND EMERGENMEGRESS REQUIREMENTS CALCULATION SHEET JOB SITE ADDRESS: DATE: `i'�l•I �I OWNER: a ti s1z_ APPLICATION NO.: NATURAL LIGHT,VENTILATION,AND EMERGENCY EGRESS REQUIREMENTS Habitable Room Area of Room Required light Actual light square footage Required ventilation Actual Ventilation Square Footage Square Foot Opening for Egress Remarks In Square Feet 8%of room area 4%of room area Ger i- 773 . fflz 16-q mAs rrvz W-Dewm 30� . z �1 tZ Kz 3 ° GOe,.,TBe l`ll tq 110 7 17-5 lZ•� Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 4 , IREScheck Software Version 4.5.0 CNJ- Compliance .Ce rtificate Project . Pensel Residence Energy Code: 2010 New York Energy Conservation Location: Warren County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,806 ft2 Glazing Area 15% Climate Zone: 6 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 256 Lake Parkway George&Patricia Pensel Curtis Dybas Queensbury, NY;NY 12804 256 Lake Parkway 19 Deer Run Queensbury, NY 12804 Lake George, NY 12845 - 518 793 5452 -518 668 5591 george@boatsbygeorge.com cdybas@yahoo.com Compliance: Passes using UA trade-off Compliance: 1.4%Better Than Code Maximum UA: 435 Your UA: 429 The%Better ur 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. zing Assembly or R-Valuo R-Value . Door UA Ceiling 1: Flat Ceiling or Scissor Truss 760 38.0 0.0 0.030 23 .Ceiling 2: Cathedral Ceiling 744 38.0, 0.0 0.027 20 Wall 1:Wood Frame, 16"D.C. 3,434 21.0- 0.0 0.057 164 Window 1:Wood Frame:Double'Pa'ne with Low-E 326 0.290 95 Window 2:Wood Frame:Double Pane with Low-E 104 0.300 31 Window 3:Wood Frame:Double Pane with Low-E 78 0.320 25 Door 1: Solid 41 0.077 3 Basement Wall 1:Solid Concrete or Masonry 638 0.0 10.0 0.065 41 Wall height:7.7' Depth below grade:'6.0', Insulation depth:7.7' basement Wall 2:Solid Concrete or'Masonry 398 0.0 11.0 0.056 22 Wall height: 7.7' Depth below grade: 7.0' Insulation depth: 7.7' Floor 1:All-Wood joist/Truss:Over Unconditioned Space 210 38.0 0.0 0.026 5 Project Title: Pensel Residence, . . Report date: 05/30/1 Data filename: C:\Users\Curtis\Documents\REScheck\Corbett\Pensel Residence.rck Page 1 of 8 l 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 4.5.0 and t mpI with the mandatory requirements listed in the�RjES'crh�ec�k Inspection CC e,2klisst. r � .1 Name-Titl Signature Date Project Notes: RED AR Conditioned floor area of 2806 SF includes 553 SF of finished basement area. o. J A �FTHf STI+�EOF Project Title: Pensel Residence Report date: 05/30/1 Data filename: C:\Users\Curtis\Documents\REScheck\Corbett\Pensel Residence.rck Page 2 of 8 1 , i REScheck Software Version 4.5.0 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 Complies? Comments/Assumptions &Req.ID Value �, Value. 103.2 ;Construction drawings and ❑Complies [PR1]1 documentation sufficiently []Does Not demonstrates energy code 0 ; ❑Not Observable ; ,compliance for the building ;' ,',�. , ;envelope. ,❑Not Applicable 103.2, ;Construction drawings and i:°•:`,: S❑Complies 403.7 ;documentation sufficiently # J❑Does Not [PR3]1 demonstrates energy code Q ;compliance for lighting and t. ❑Not Observable ; !mechanical systems.Systems ❑Not Applicable ; ;serving multiple dwelling units ; ;must demonstrate compliance with the commercial.code. 403.6 Heatingand cooling equipment is; Heatin Heating: ;❑Com lies ; 9g: 9 p [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not on loads per ACCA Manual J or ; Cooling: Cooling: ❑Not Observable ' other approved methods. Btu/hr Btu/hr ❑Not Applicable 1 1 I 1 1 1 1 1 1 1 Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low impact(Tier 3) Project Title: Pensel Residence Report date: 05/30/1 Data filename: C:\Users\Curtis\Documents\REScheck\Corbett\Pensel Residence.rck Page 3 of 8 2010 New York Foundation Inspection ° 'Complies?';.'; Comments/Assumptions Energy 303.2.1 Exposed foundation insulation QComplies [F011]z {protection. ❑Does Not i ;❑Not Observable; j❑Not Applicable 403.8 ;Snow melt controls. ;❑Complies [FO12]2 i :❑Does Not tJ ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pensel Residence Report date: 05/30/1 Data filename: C:\Users\Curtis\Documents\REScheck\Corbett\Pensel Residence.rck Page 4 of 8 'Y Section Plans Verified;`• •Field Verified # Framing/Rough-in Inspection Complies? Comments/Assumptions &Req.ID Value"' ; ,_ Value 402.4.4 ;Fenestration that is not site built " ❑Complies [FR20]1 :is listed and labeled as meeting ;;.;';;.:, ❑Does Not } ;AAMA/WDMA/CSA 101/1.5.2/A440 ❑Not Observable or has infiltration rates per NFRC :,•. ; 1400 that do not exceed code ❑Not Applicable ; limits. 402.4.5 IC-rated recessed lighting fixtures ;❑Complies I [FR16]2 sealed at housing/interior finish []Does Not ; - 1 v and labeled to indicate&It;=2.0 . I cfm leakage at 75 Pa. � I �❑Not Observable ; ;[]Not Applicable ; 403.2.1 ;Supply ducts in attics are R- R- ElComplies [FR12]1 :insulated to R-8.All other ducts R- R- :[]Does Not ;in unconditioned spaces or CO) ;❑Not Observable ,outside the building.envelope are: , insulated to R-6. Not applicable if ;❑Not Applicable ; ;all systems are ductless. 403.2.2 ;All joints and seams of air ducts, 10Complies [FR13]1 :air handlers,filter boxes,and ]❑Does Not' building cavities used as return i :ducts are sealed. ❑Not Observable ; ❑Not Applicable 403.2.3 Building cavities are not used as UComplies ; [FR15]3 ducts or plenums. ❑Does Not ; ❑Not Observable ; ❑Not Applicable 1 403.3 ;HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 ;above 105°F or chilled fluids 1 ;[]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. ;❑Does Not ❑Not Observable :❑Not Applicable I I 1 4035 Automatic or gravity dampers are ❑Complies [FRig]z I installed on all outdoor air EIDoes Not !intakes and exhausts. ; Not Observable , „I �❑❑Not Applicable I Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pensel Residence Report date: 05/30/1 Data filename:,C:\Users\Curtis\Documents\REScheck\Corbett\Pensel Residence.rck Page 5 of 8 r 2010 New York Insulation Inspection Complies?'."; Comments/As'sumptions Energy 303.1 ;All installed insulation labeled or ;❑Complies (IN13)2 installed R-values provided. ;❑Does Not DJ ;❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) -2, Medium Impact(Tier 2) 1.3 JLowAmpact(Tier 3) Project Title: Pensel Residence Report date: 05/30/1 Data filename: C:\Users\Curtis\Documents\REScheck\Corbett\Pensel Residence.rck Page 6 of 8 Section Plans Verified' Field Verified'.:.' # Final.Inspect�on Provisions 7; Complies? Comments/Assumptions L� Req.ID Value'': Value 402.4.2, ;Building envelope tightness ACH 50 = ; ACH 50 — ;❑Complies 402.4.2.1 !verified by blower door test result; :❑Does Not [FI17]1 of<7 ACH at 50 Pa.This Cg :requirement may instead be met ; ! ;❑Not Observable ; !via visual inspection, in which. ! ;❑Not Applicable ; ;case verification may need to ;occur during In :Inspection. ! ! 402.4.3 ;Wood-burning fireplaces have t' "''``' ;';;o'. j❑Complies [FI8]2 3gasketed doors and outdoor ❑Does Not ` ;combustion air. `',,❑Not Observable ; EINotApplicable ; 403.2.2 ;Duct tightness via post cfm cfm4 ;❑Complies [F14]1 !construction with maximum :❑Does Not, leakage of 8 cfm to outdoors, or 12 cfm across systems. For []Not Observable !rough-in tests,verification may ! ;❑Not Applicable ; `need to occur during Framing ;Inspection,with maximum leakage of 6 cfm across systems ! ! ! ! land 4 cfm without air handler. 403;z.1 �Programmabfe thermostats ,r;,r:;a`.:°f �❑Complies [FI9]- installed on forced air furnaces. !" . . ❑Does Not rt .[]Not Observable ; ❑Not Applicable 403.1.2 ;Heat pump thermostat installed i.,'":?'.' :: -,,[]Complies ; [FI10]2 on heat pumps. :•. -^.l❑Does Not '•., `. a''. °;.,;_ ❑Not Observable ' ;❑Not Applicable 403.4 Circulating service hot water .�4 .;❑Complies [FI11]2' systems have automatic or €,_,,', n : .,,w,,, r';• []Does Not ; accessible manual controls. ' 1'..•i❑Not Observable S)E]Not Applicable ` 403.9,1 `Readily accessible switch on ## -'''` ""'#❑Complies [FI12]3 heaters for swimming pools. f ' ❑Does Not []Not Observable ❑Not Applicable' ; 403':9.2 Timer switches on pool heaters' �❑Complies [FI19]3 and pumps are present. ,❑Does Not (({ 1 . '❑Not Observable ; _,,$,❑Not Applicable 403.9.3 Heated swimming pools have a }• =?t" ,❑Complies 4i•' �: •�.p1V,y,_i^•d.fit [F120]3 cover. Covers on pools heated , %'r,: ,.ti ,fI•�❑Does Not ; over 90 9F are insulated to R-12. ❑Not Observable ' ❑Not Applicable 4013 ;Compliance certificate posted. 4`' ';❑Complies [FI7]?• "" ` " ;❑Does Not fj. } ❑Not Observable I;• ,, ❑Not Applicable ; 303.3 Manufacturer manuals for ;,, ;'., ;❑Complies "" Does Not [FI18]3 mechanical and water heating `' ;❑ equipment have been provided. ^i ' < 'IE]Not Observable ; i ti• ;❑Not*Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pensel Residence Report date: 05/30/1 Data filename: C:\Users\Curtis\Documents\REScheck\Corbett\Pensel Residence.rck Page T of 8 �f r t 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pensel Residence Report date: 05/30/1 Data filename: C:\Users\Curtis\Documents\REScheck\Corbett\Pensel Residence,rck Page 8 of 8 2010 New York Energy. Conservation ' -Construction Code Energy Efficiency Certificate Insulation . Wall 21.00 Floor 10:00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 Door 0.08 CoolingHeating& Heating System.- Cooling-System: Water-Heater, Name; Date: Comments o I�IIIIIIIIIIII • �IIIIIIIIiIII oD ENVIRONMENTAL DESIGN PARTNERSHIP,LLP August 12,2015 Town of Queensbury Community Development Department 742 Bay Road Queensbury,NY 12.804 Attn:Dave Hatin, Director of Buildings&Codes Re: Pensel Residence 256 Lake Parkway Dear Dave: In compliance with application approvals granted by the Town of Queensbury for the wastewater system I offer the following regarding the referenced project, The design plan reviewed and approved by the Town as associated with the wastewater system application is as follows: " Proposed Residence and Garage for George and Patricia Pensel 256 Lake Parkway Town of Queensbury Tax Parcel ID 226.19-1-76 • Sheet S-1: Site Plan August 22,2013 • Sheet S-2: Site Details August 22,2013 During the course of construction I was on the job site to observe key components of the system installation. The as-built location of the septic tank and pump tank were shifted slightly and have been field located in relation to the house. I have attached a photocopy of those revised locations as the owner has opted not to have access covers at grade. All other aspects of the work were constructed as.designed and using the materials as specified. Based on my inspection of the system installation it is my opinion that the wastewater system is in compliance with the intent of the approved design plan and is ready for operation. Please contact me should you require any further information. 2 Sincerely, F t522 0 "V�n E -KEY AUG 13 2015 Dennis MacElroy,PE TOWN OF QUEENSBURY BUILDING&CODES Cc; George Pensel 900 Route 146,Clifton Park,.New York 12065 phone(518)371-7621 -fax(518)371-9540 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/p art: . am/pm Date Inspection request received: c 113`2c,A D Inspector's Initials: NAME: P(.y&,, PERMIT#: 2e 1 ^2( LOCATION: )Ac' ,"\ DATE: f l TYPE OF STRUCTURE: SFO Comments: Yes No N/A_ 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbin. Vent throu.h roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs, decks, patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing I Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches 7�� Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors c v Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Y } �f4/7 —a � � Attic access 30 inches x 22 inches x 30 inches(height)in accessible area �!V = , �O�^- Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents � Bathroom Fans, if no window 1 Plumbing fixtures 2,- yf`�.� ( Aft Foundation insulation to floor/Sticker on Panel �!� Duct work sealed properly/Blower Door Test Certification r� Floor truss, draft stopping finished basement 1,000 sq.ft. eCe--vL Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s) installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/ 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 lex JCas Pipe Borianq--. As-Built Septic System/sewer Dept. Inspection Sticker � blte-Plan I Variance-required Flood Plain Certification, if required Okay to issue C 1 C or C 1 0 [Temporary/Permanent I L:\Building & 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 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: NAME: Fq 1' LOCATION: a 4Lr ,gbvar PERMIT #: K..--7---V--(--- Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of d./ Community Development. Upon review the survey has been: JD Craig wn, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.lnspection.FORMS\Final Survey Zoning Administrator.doc LAKE GEORGE AD�OINEPs DOCK, \ \ e\Y\No m it AVERAGE PEPENDICUtAIF TO SHORELINE v WOOD DOCK N M.H.W.- W. - 320.20' Iv « — /\ JYA" YIfFLOCK 51ATL FA 10 U O LANDS N F OF \ / DAVID & SUE FARIELLO .'°s"1"�<' dCRUSHED DECK STONE - '. CRUSHED ,� `� £ f N�, 5 �� ✓ 7 -o", STONE ADJOINER'S .. m IS U) 2 STORY - WOOD FRAM ED HOUSE LANDS N/F CFani F ON DECK CONSTANCE LANGFORD -' Y, R/GryF-OF WqY �/40 t _fl r t CD s �.. CIRF r N F � Y' m�wR` c� CID I n' N AREA D om/Ees '019,460. sq. ft. 4.. Pvc cARactY 0.44 acres o r a CASING NO ov,,, , n 2_s TORY , � �F } $ LANDS N F OF WOOD FPAME Pgecry I - BRUSH D . hODse i34 m m P 4stoyr, T ADELINE WHITMORE e z7•c�sAN. AccEss <l ° a < a ; CALL IFF +r P r- _ sHe4" PVC 26 3 v m cIRF N7 r , r c. PANEL_ cAsi'Nc ar. 8°2g 27„ 0 ®IPF r HOUSE I!LL LANDS N/F OF GLEN HARRINGTON DEED REFERENCE: `e KPS`° CHARLOTE MORSE KEYES TO CHARLOTTE MORSE KEYES, TRUSTEE LEGEND: NOTE: DATED: OCTOBER 8, 1991 LANDS N/F OF BOOK 835 PAGE 50 ® IPF,= IRON PIPE FOUND 1. SITE WAS UNDER CONS TRUCTION A T THE TIME CHRIS & KELLY WINSLOW ® BR�F-= BATHEY ROD FOUND OF THIS SURVEY UPDATE. IMPROVEMENTS AROUND HOUSE WERE NOTABLE TO BE�2` �� ® IRS = IRON ROD SET1rO BE SET DETERMINED DEED REFERENCE: = wooD FENCE G,; = METAL FENCE �t }t� �} rLj f Ell MAP OF A SURVEY MADE FOR coUa =UTILITY POLE CONSTANCE K. LANGFORDt1+ DATED MAY 23, 1991 VERTICAL DATUM: NGVD29 BY NAN DUSEN & STEVES CONTOUR INTERVAL = 1 FOOT i LAND SURVEYORS �' a l t�'✓VN O �C?U r P9 3C3URY BUILDING & CODES Date: OCTOBER 17, 2000 6aL ]a s P BEARING'A ALTERALION DR ADDITION SEA IS A Map of a Survey made for 6 6/03/15 NORTH SIDE SETBACKS Scale 1'=20' VIOLMPP TION OF SECACTOR, 1b LAND SURVEYORS SEAL IS A '�`v%/`,./, NEW YORK of ATE EDN AILD LAW.-SUG_ISION z of THE 5 5�27�15 HOUSE�IMPROVEMENTS ADDED NEIN LY COPPS STATE eOUCT O O LAW.- -ONLY WTHA FROM IIS ORIGINAL OF MIS SURVEY MARKED -1. AN NSID PE OF BE LANVAU TRYEYORE COPI 4 3/05/13 TOPOGRAPHY SERE SHALL BE CONSIDEjEO i0 BE VAOD TRUE COPIES.• "CERTIFICATIONS INOISAIEO HEREON SIGNIFY THAT �r MIE EORVEY WAS PREPARED IN ACCORDANCE YORS AD GEORGE P E N S E L 3 12/28/12 ADJOINER'S DOCKS/SHORELINE BySTNG COOS OF ASEAGATICIN FOR LAND SURVEYORS ADOPTED LA ME NEW YORK STATE R71FIC 70NS OP PROFESSIONAL L a r3 d S �A irV e y o r s TONTHE PERSONS OR W UMRTHE SURVEY IS PREPARED Laub 2 12/16/10 SURVEY UPDATE SHEET 1 OF 1 ON HIS 8EHRF TO THE TIRE COMPANY, GOVERNMENTAL I [�T AGENCY M'° LENDING IISHryPON OSTED HEREON, AND Town of Queensbury, Warren County, New York 169 Haviland Road Queensbury, New York 12804 TO THE ASIGNEES OF FIE LENDING INSITIT ON.: 1 11128106 LOCATE FENCE PeNseL (518) 792-8474 New York Lic. No. 50135 1 NO. I DATE I DESCRIPTION DWG.I oa2zz cm.Ia-rio C -1y23 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. ...........Celt. N 2 28741 Cut-in CardNo..................................... Owner.................Gnz...I.CA2.. ..................................... Location.......;'2..�..6....... ......................... ...................... , ;r Installation Co listing of... 44�A//2 5, Ye.............................................. IOU ......................................................................................................................................... InstalledBy..... ..............................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making ^ections at any time, and if its rules are violated,the Company shall have the right to r v i1ficate. 10, ........ ..c............................Date.......9. ............... INSPECTOR.....;0 Mpmhpr NX-P.A.-I.A.F.-L COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Perm t.No.::...................................Cert. N 2 28732 Cut-in Card No..................................... Owner........... ...................................................................... .. .. r Location..z-5.G... '/�1�� ... ....................... ..................................................... Installation Consisting of. 'SW ....................................................... /. .......................4 . .. :.. "&.l. ...1 A.w±. ..................... InstalledBy.......�o.....AA .x.........................................Lie.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege ogak:' i spections at any time, and if its, rules are violated,the Company shall have the right to ok 'ficat•Date...... ......... INSPECTOR ................. f................................................ ... ..... Mwmhar N FD A �A F 1 Queensbury Building & Code Enforcement - Residential Final Inspection i 0.ice ,'o. (518) 761-8256 Arrive: am/pm art: am/pm Date Inspection request received: lo( 1 �tf5 Inspector's Initials:( NAME: 1(),(NPERMIT#: (1 ^ 2 1' LOCATION: 2=?k; L- Pkv, DATE: 40.11E12-G-1.5 TYPE OF STRUCTURE: S Comments: Yes NØIA 4" Building Number Address visible from road � 1-Zt21 - A it Chimney Height/"B"Vent/Direct Vent Location - _ 1 Fresh Air Intake ✓ ` J 3 inch Plumbing Vent through roof minimum 18 inches ;/. Roof Complete/Exterior Finish Complete Ni, (... 0-1)c--Al2*-/S) Platform at all exterior doors V . Handrail 4 or more risers ,/ Guards at stairs, decks, patios more than 30 inches above grade Guard at stairwell at 34 inches or more >, 0 Q Guard at deck, porches 36 inches or more i Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches v"-. f � Deck Bracing/Handicapped Ramp Compliant �`)v ` .. Grade away from foundation 6 inches with 10 feet �, i7 C .5-6&-<gA-1Q,k-M,t4‹ 6 inch clearance to sill plate �.� Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches 'f,/1 Bathroom/Kitchen watertight y/ . Safety glazing/Wind in stairwells safety gl�zing C Interior Smoke Det ors/Carbon noxidg'Detectors , Every level: Every Bedro m: 1/ V-014-1`4-- Outside - 1`4--Outside every bedroorrVareB '�14-‘-- Z ''r Inter Connected: ((// Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area V _ ✓ g--).„ (4. 07q--1-2, � Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents (1) /" f•PluBathroom Fans,if no window /- Plumbing mbing fixtures ~ Foundation insulation to floor/Sticker on Panel %.,'",-' c 1C '"r� — Duct work sealed properly I Blower Door Test Certification Floor truss, draft stopping finished basement 1,000 sq.ft. / V iu r ? „ . Emergency egress below grade ,: � ^-�'t�V Gas Furnace shut-off within 30 feet or within line of site 1/ ,i, Oil Furnace shut-off at entrance to furnace area �.�i Furnace/Hot Water Heater operating '1 Low water shut-off boiler ✓ Relief Valve(s)installed/Heat Trap/Water Temp 110 47: 7 Enclosed Stairs Sheetrock Underside minimum 1/"Gypsum Basement stairs closed rise>4 inches '✓, Garage Floor Pitched e/ Garage fireproofing I hour fire door/door closer , t Gas Logs in Sealed or Glass Enclosure 017. Final Electrical; Energy Saving Light Bulbs 50% v/,--- Final Survey Plot Plan V— Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding V 1,--_.4_11 As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required �_ Flood Plain Certification, if requ' -,.�� _ Okay to issue C/C or C/O =m•ora Permanente,,, . ,,..._ 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 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/p Depart: L. — am/pm Date Inspection request received: Inspector's Initials: NAME: C PERMIT#: 7..qA LOCATION: r2,cC z tom- �'" DATE: '`7 45/11— TYPE OF STRUCTURE: Comments: Yes No NIA 4" Building Number Address visible from road e= O Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake - 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs, decks, patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant [� l Grade away from foundation 6 inches with 10 feet �V�s 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade �C� Interior privacy/trim/doors/main entrance 36 inches _ Bathroom/Kitchen watertight F '`C j�� D Safety glazing/Window in stairwells safety glazing fin-,/ Interior Smoke Detectors/Carbon Monoxide Detectors 77 Every level: Every Bedroom: `��CC`.., Cp Outside every bedroom area: Inter Connected: Battey backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area _ ` w Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents �k47-4 ..;.. Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel -� sT24 Duct work sealed properly/Blower Door Test Certification Floor truss, draft stopping finished basement 1,000 sq.ft. a(f Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inchese- 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 As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required 121,c.14 e-.Cs-M\c'��r�►-C��' Okay to issue C/C or C/0[Temporary/Permanent J • USS skcSiV X15 r' Liner L:\Building &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 qath 1446V?) Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: 41/C:3/5161- Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: __A,,LV) NAME: e� roll, �i // PERMIT NO.: -(2 LOCATION: MILMETN ),,� ,eZ/ INSPECT ON: � [ RECHECK: Comments and/or diagram Soil Type: Sand / Loam / Clay Type of Water: Municipal / Well Water Waterline separation distance ft. Well separation distance ft. LJ_ Other wells: ft. Well Casing Length 50' + / - Y N N/A [150'to well required if NO] 3l� i- 3 Absorption Field: Total length ft. 42rt-i-zior Length of each trench ft. r Depth of trenches - ft. iJT Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank -'tr� /� � "2 (4-JWI-I.. Tank to Distribution Box Distribution Box to Field/ Pit J — 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] Y N Cc� - Location/ Separations Foundation to tank ft. Foundation to absorption ft._ Separation of Pits ft. Conforms as per Plot Plan _Y_ N Engineer Report and As-Built _Y N ETU Maintenance Contract Y_ N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Statu . Approved Partial Approved and needs to be re-inspected, pleE ,5 call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_ii, ;%9 10.doc =� 10-- 1 - po--- 1�/1111% Town of Queensbury Fire Mai•h d 742 Bay Road Queensbury,NS' 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. Permit# /) -ad Schedule Ins ection pp a1I �t 5 Time am pm anytime Inspect fr'-..-L .--'17 Name M£+ ' Address /--C_ Rough In)K Final Appliance Manufacturer 6 riTA— Model# .j : /551-314" Direct _LcVent actory Built Chimney Flue Size Double Wall_ Triple Wall Insulated Yes No N/A Comments Floor Protection Vil Clearances to Combustibles (all sides) >/ Firestop(s) Vertical Chase Wall Penetration kl. 1/ 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 V Hearth Extension(if any) 7 Mantel // Height above f/p opening Witness Operation Tank Placement(if LP) ,./ CO Detection —" t k) __ Z5Z-5744tL —' CSST Bonding .w I White—Building Dept. Yellen—Customer Pink—Fire Marshal l Town of Queensbury Building&Code Enforcement /� Office No. (518)761-8256 6 — pl. Rough Plumbing / Insulation Inspection Report Inspection request received: / Name: 1,% ( 6-67,V4_2�veC� Inspected on: 02 <)-S d-01 Location: /� , ( Arrive: NITA a.m. I p.m. Permit No.: �Oi`� a1� Inspector's Initials: Type of Structure: ty4re""r7 COMMENTS Y N NA Plumbing under slab Rough Plumbing I 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 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 1 esidential Check/Commercial Check Endow Sealing Tyvek or Similar Exterior Sealant V 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 "2„\ R Rough Plumbing/Insulation Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report j Inspection request r�ceiyed: //off ,-c3/S WTI/ Name: Pen9L- Inspected on: / - 97_I Location: &6 j�G✓ G-�� Arrive: _ 'V.A. a.m./p.m. Permit No.: •• D/ Inspector's Initials: `, A Ilk TYPE OF STRUCTURE: N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided 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 '/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 Fire wall 2,3,4 hour cirestop i Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 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 Design Professional Sign-off,if required 4 ' Framing l Firestopping Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing ! Firestopping Inspec Report • Inspection request received: Name: N_11 s E' Ins ed on: &- La1 Location: oil 5 e Arr 0 ---;, a.m./p.m. Permit No.: Ins or's Initials: TYPE OF STRUCTURE: Y N NIA OMMENTS: •iig, 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. 1 Notches/Holes!Bearing Walls Metal Strapping for Notches Top Plate 1 l/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 Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 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•—\—‘)/f.t Design Professional Sign-off,if required Framing/ Firestopping Inspection Report ..Yvf1 of Queensbury Building &Code Enforcement b; g—I ED Office No. (518)761-8256 Septic Inspection Report Inspection request received: Name: (J- ()se, I Inspected on: -./ 'y Location: 6 [fa Lat< �y1 t l l fes) LU� Arrive: V a.m. !p.m. Permit No.: f�� a/i Inspector's Initials: 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 l-2% ft. Length of each trench -c''( ft. Depth of trenches ft. -�1 RS5t-(53r-m Size of Stone ka Ur4Votik-g-t') 4 Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box -f_ � -�0 � Distribution Box to Field/Pit Opening Sealed: Y Y N End Cap ."( N Inlet/Outlet Pipes&Baffles N Manholes 12"or less below grade Y N [provide extension collar if Yes] Y N Location/Separations Foundation to tank ft. 'I \J . Foundation to absorption _ft. Separation of Pits ft. - /1 )-2A\IA Conforms as per Plot Plan Y N Engineer Report and As Built Y _N ��; • /� ETU Maintenance Contract provided Y N k Location of System n operty: Front Rear Left Side Right Side Middle Front Middle Roar System Use Status: proved Partial Approved and needs to be re-inspected, please call the Building & Codes Office Disapproved Septic Inspection Report EXISTING DECK ABSORP FIELD W 0 0 2 J ADJOINER S RAA1p 2 STORY WOOD FRAMED _ HOUSE INSTALL SILT FENCE LAN, ALONG LIMITS OF PROPOSED DECK CONSTA, AD,/p�NER S � DISTURBANCE. DpCK M.H.W. - 320.20' EXISTING SLATE FORGE WALKWAY TO o PROPOSED 75 LF BE RESTORED INFILTRATION TRENCH 2' WIDE X 2.5' DEEP PROPOSED � SHRUB PLANTINGS 1250 GALLON PRECAST t ��63 E "ems CONCRETE SEPTIC TANK 4" PVC SCH-40 HOUSE SEWER AT 4YppD OpC/f Z w i I .. F 2% MIN SLOPE. Q) O SILT FENCE +� I s BEDROOW--cO KISTING TERRACE TO FF=335DSELotgG STORED FOLLOWING 9.5 t USE CONSTRUCTION. URFACES REQUIRING RAGE o A I GF ACEMENT SHALL BE �., ! "x' _33700 STRUCTED AS OPEN ERMEABLE SURFACE IP#7 M.H.W. - 320.2 AREA OF SHED PROPOSED \ N DISTURBANCE STEPS.AND LANDING PRO 75 LF `O SF=10,800 FOR HOUSE ENTRY INFILTRATION TRENCH '�\ TO BE SEPARATE FROM 2' WIDE BY 2.5' DEEP OVER E HOUSE FOUNDATION ADJOINER'S El% PVC SDR-35 HOUSE LUENT SEWER MIN SLOPE. PLANTING NOTES I. EXIS77NG TREES IN SHORELINE AREA TO REMAIN SHORELINE BUFFER SUPPLEMENTE REFERENCED HEREIN D _WI7H SHRUB AND GROUNDCOVER VEGETATION FROM THE NA77VE PLANT UST • TOWN OF QUEENSBURY ZONING ORDINANCE CHAPTER 779-8-040 C (2)(a)ond (b) • DO—IT YOURSELF WA7ER QUALITY— FUND FOR LAKE GEORGE PROPOSE SCALE, 1'=20' Town of Queensbury Building &Code Enforcement cl—'� Office No. (518) 761-8256 u S Septic Inspection Report Inspection request received: Name: F.`,av>, a I Inspected on: /I—A SI Location: Jc-(.Q r K tc � Arrive: _ a.m.1 p.m. Permit No.: ) �'10.� Inspector's Initials: Comments and/or diagram Soil Type: Sand/Loam 1 Clay Type of Water: Municipal 1 Well Water Waterline separation dista 'e ft. Well separation distance ft. Other wells: ft. Well Casing Length 50 +/- W N_NIA [150'to well required if Nu] Absorption Field: Total lenoth 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 <� Tank to Distribution Box Distribution Box to Field I Pit Opening Sealed: Y N J:,A I�.�k) 1_ ` SC(. End Cap Y �/ l c'}l� Inlet/Outlet Pipes&Baffles Y N C VV „ 1 VOMf) Manholes 12"or less below grade _Y N / vv r�— [provide extension collar if Yes] Y N 4-1)Location/Separations ' r 4 Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N ETU Maintenance Contract provided Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Statu . Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: '.fl m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: < PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: 1P' N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers Bracing /Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly �" C 12" O.C. f Headroom 6 ft. 8 in. / Stairwells 36 in. or more Exterior Deck Bracing ! r-kA,41t=, Headroom 6 ft. 8 in. • - -- dr L �/� Notches I Holes/Bearing Walls 4 40110 Metal Strapping for Notches Top Pla - 1 12(w) 16 gauge (8) 16D nails each s• Draft stopping 1,000 sq. ft. floor truss Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from .a Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour ' Firestopping Penetration sealed ! 16 inch insulation in ca\ity in. Garage Fire Separation House side 1/2 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:1Building&Codes Form&CLDU3uilding&CodesUnspection Farms\Framing Firestopping Inspection Report.doc Revised January 7,2008 14httr%, Foundation Inspection Report 1 Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: -2. ....,ani/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: /- NAME: Pg 41 s@ ` PERMIT#: ` `'f LOCATION: n Co L Q K 6 PR it, INSPECT ON: /Q " Ci—JT TYPE OF STRUCTURE: .S r o Comments Y N N/A Footings Piers polithi Sla 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 /) , -A4`` 5)104k 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 12/18/2013 2:44:00 PM Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: // c- am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: J NAME: C irfL�' PERMIT NO.: (4 2i4 LOCATION: 7 :nrt ..) cM? INSPECT ON: /vl J3 l 1�- 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. �L Length of each trench ft. Depth of trenches ft. Size of Stone /;\—1) Seepage Pits: Number Size: x / 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] Y N Location / Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan `Y_ N Engineer Report and As-Built Y N ETU Maintenance Contract _Y_ N provided_ Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Repor03 29 10.doc 1Y216/) 3 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: /g --0--/y Queensbury Building&Code Enforcement Arrive: am/pm Depart: a pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: ;` nsci I PERMIT#: / {'I 17 LOCATION: c• J Co 46-4.R.Q Pt tAf INSPECT ON: TYPE OF STRUCTURE: S P— 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 V 21 2A-z„,„._)54 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing j c t Footing Drain Daylight or Sump 2 O Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab rp V_S.I)C /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 12/18/2013 2:44:00 PM (,(261,d_e2A) Foundation Inspection Report LIZ ft Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: . am/pm . 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: p6;d1 S 2( PERMIT#: ''y-a I LOCATION: c ,$Io k,e, 4i F< tINSPECT ON: I )y TYPE OF STRUCTURE: 6.30/16132._ Comments Y / N N/A Footings V/ 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 e 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 12/18/2013 2:44:00 PM t-- n-cmta tv -ia Nt))) Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: 'a &am 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial : , , NAME: 1 E-A S 1 PERMIT#: 11- of a LOCATION: S Lrnbk INSPECT ON: °i•-•/(4— TYPE l`l9'`TYPE OF STRUCTURE: o 6Le 1., t QK J t- Comments Y N N/A t�Mcg j`1 -- 4t9 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 g Foundation Waterproofing Footing Drain Daylight or Sump f G 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 12/18/2013 2:44:00 PM Wed ��- IO Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart (m/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: �/1 S Q) PERMIT#: I -a. kr LOCATION: ( 9 I' ]1��, 4 PECT ON: TYPE OF STRUCTURE: S f b I 60._ej L6Ct Comments 3Cof-O ?3 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 47// `� Footing Dowels or Keyway in place ; l a'-`� Foundation Dampproofing V 'S Foundation Waterproofing Z. 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 12/18/2013 2:44:00 PM Fr; (16:1( -/D Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: jO\ �S )pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials;�� A) 6 NAME: P I PERMIT#: LOCATION: 140 ' e P.M w INSPECT ON: 9—5-'/'/ TYPE OF STRUCTURE: 3 n (5124 Comments Co ''993 Iz,buge &lad10p 1111111111 N N/A Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place �Z 6- Footing Dowels or Keyway in place Foundation Dampproofing ( 2 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 12/18/2013 2:44:00 PM