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2014-336 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140336 Date Issued: Thursday, April 30, 2015 This is to certify that work requested to be done as shown by Permit Number P20140336 has been completed. Location: 274 Lockhart Rd Tax Map Number: 523400-252-000-0001-036-005-0000 Owner: PETER L AUST Applicant: PETER L AUST This structure may be occupied as a: Fireplace By Order of Town Board Garage Detached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property ( \ n �J owner of the responsibility for compliance with Site Plan, Variance, or �VJ other issues and conditions as a result of approvals by the Planning Board Director of Building&Code En orcement or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY f � 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140336 Application Number: A20140336 Tax Map No: 523400-252-000-0001-036-005-0000 Permission is hereby granted to: PETER L AUST For property located at: Lockhart Rd 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: PETER L AUST NOEL C. GRANGER Fireplace 55 YORKSHIRE Dr Garage Detached QUEENSBURY,NY 12804-0000 Single Family Dwelling $400,000.00 Q Total Value $400,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency HILLTOP CONSTRUCTION 51 CROWLEY Rd HUDSON FALLS,NY 12839-0000 Plans&Specifications 2014-336 • SFD 1st Fir 1,404; 2nd Fir 872 [** SP 47-2014 ** Code Compliance] Garage 576 sq ft; 1 Fireplace - gas $541.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,August 11,2015 (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 To• .of • -ensb , A i i di' A gust 11,2014 SIGNED BY _ ea. for the Town of Queensbury. Director of Building&Code Enforcement ,- c %X 11111 PRINCIPAL STRUCTURE A�PPLICATIO Office Ue,my DATE 7-026— pC�'�d �, ��3L 2 5 e4ceived ' _ / _ 2e1' _ TaxfiAap(D \ Sot -a:1_24o. S TAX MAP ID dS ✓ WN O� QU "Permit No..� I y .�to // M \Oeu11.0� 'Permit Fee fhia ZONING RR S1T/ f-L&1(J4 ' Rec Fee g 7) Site Plan# 1 HISTORIC SITE _Yes �o Subdivision# SUBDIVISION NAME Lot# TOWN BD. RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS, INCLUDING SINGLE FAMILY DWELLINGS, DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED&MODULAR HOMES,BUT NOT MOBILE HOMES.-/- THIS IS IN ADDITION TO THEj /PER�MIT�/FFEE.-f- p l (/'� APPLICANT /7 /1 l/ p &oil/ra elf OWNER I er yet' 11 I u$I //`I Q�� `-' t n9 e ADDRESS S��7/� Nowley rags ADDRESS 55 YarkchIre Or, of rMu/so2n2 �'/ra/Is /Uy 039 Qu eensd u ry( N y 1a80Y PHONE/E-MAIL I-I I-O33 ]f a1(7na7s C- PHONE/E-MAIL 713"1(# fl pcucst a ad i rellclack att.,Ot, •corn Chamber . o rt- CONTRACTOR y CONTRACTOR CA U V 'e- COST OF CONSTRUCTION(ESTIMATED): f� I $ Ltoo I coo ADDRESS: BUILDING ADDRESS: Lockhart Moues±a'sd1 R0os4 PHONE/E-MAIL 1_ C ^ �j �/ CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: O Clh CM CX-e C�+) S 02. PHONEc1 a 9-0 7b ! TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1st floor sq.ft. rdfloorsq.ft. Total sq.ft. Height Single Family X Nog p-7o2 t. 002 /!Q 3a18 " Two-Family 95'5' a Multi-Family (#of units ) I Townhouse - Business Office Retail - Mercantile Factory- Industrial Attached Garage (#of a ) 5149 ,strip Other 0 1 Town of Queensbury Building&Codes Principal Structure Application July 2014 ,4 If commercial or industrial indicate name of business Proposed use of building or addition Source of heat(circle one) Gas Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys Are there structures not shown on plot plan? Are there easements on the property? Site Information a. Dimensions or acreage of lot b. Is this a corner lot? c. Will the grade be changed as a result of construction _Yes _No d. Public water or Private well e. Sewer or Private Septic System Value of all work to be performed (labor or materials) $ DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 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. 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. 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. / rJ I have read and agree to the above: PRINT NAME: I h d J • a t re c hf DATE '7- 17 a5-2Oi f SIGNATURE: / i DATE /`a5'zb'/ i FOR OFFICE USE ONLY Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions 2 Town of Queensbury Building&Codes Principal Structure Application July 2014 a WAD Queensbury Building & Code Enforcement - Residential Final Inspppect• ion ti \ Office No. (516) 761-8256 its am/pf7 Qgpart: amlpm Date Inspection request received: 191 �I bS Inspector's Initials: NAME: -AuS+ PERMIT#: Izk'3?c, LOCATION: ill> tvckk,u✓+ Mn-V-cS• DATE: 9 i71 22A5 TYPE OF STRUCTURE: S'Ft Comments: Yes No NIA_ 4" Building Number Address visible from road / Chimney Height/13'Vent/Direct Vent Location ✓ ,, Fresh Air Intake 10 V 3 inch Plumbing Vent through roof minimum 18 inches / Roof Complete/Exterior Finish Complete I/� 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 t// Handrail Termination at Newell Post or Wall (/ Interior/Exterior Railings 34 inches to 38 inches /" Deck Bracing/Handicapped Ramp Compliant V, 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 V/✓ Interior privacy/trim/doors I main entrance 38 inches t� Bathroom/Kitchen watertight f Safety glazing/Window in stairwells safety glazing t-t �p-Q../ctc-2 Interior Smoke De}�ors/Carbon Monoxide yekectors Every level: �V/ Every Bedro t : ✓ Outside every bedroom rea: �/ / ��- �,�( ( Inter Connected: Battery backup: /— Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom fixturesFauno window V".." re3cob ` Plumbing y/ i Foundation insulation to floor/Sticker on Panel if Duct work sealed properly/Blower Door Test Certification V / ccs£? 't-544-A..--IL �-I` Floor truss, draft stopping finished basement 1,000 sq.ft. . , Y ®V��Z g Emergency egress below rade �V//" Gas Furnace shut-off within 30 feet or within line of site �� Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating ,/ Low water shut-off boiler / Relief Valve(s)installed/Heat Trap!Water Temp 110 1 / Enclosed Stairs Sheetrock Underside minimum W Gypsum ►/ Basement stairs closed rise>4 inches 7,0✓ Garage Floor Pitched Garage fireproofing/%hour fire door!door closer Gas Logs in Sealed or Glass Enclosure 47 Final Electrical;Energy Saving Light Bulbs 50% ` Final Survey Plot Plan / Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles S/ Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required / Flood Plain Certification,if required 4/ Okay to issue C/C or C/O[Temporary/Permanent] i . < Cuss tIDS t•c&n ask 5orneust.r L:\Building&Codes Forms\Building&Codesllnspection Fonns Residential Anal Inspection Form_revised_100405.doc; Revised January 7, 2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 CO . Rough Plumbing ! Insulation Inspection Report Office No. (518)761-8258 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 14(-751 /c ZmkxW(? PERMIT #: 2014-3 3C , LOCATION: "2:1(o keti 1,44 ' M 1 -21 INSPECT ON: kit--1 lir TYPE OF STRUCTURE: Y N N/AI Rough Plumbing / Nail Plates Plumbing Vent/Vents: lace 1 3 inch minimum D in Size Washing Machine rain 2 inch minim Cleanout every 1 feet/change of(lir;• 'on Pressure Test Drain/Vent Air/ Head 5 P.S.I. or 1 ft. above highest connection • 15 minutes Pressure Te Water Su y Piping Air/Head 50 P.S.1 for 15 minutes Insulation/R idential Check/ ..mmercial Check `, Tyvek or Sim ar Exterior Seal: 1 Proper Vent, ttic Vent 1 Door/Window Sealed (N.. nsulation) 1 Duct/Hot Water Piping sulation \ If required unheated •aces Combustion Air Supply for Furnace Duct work sealed property/No duct tape COMMENTS: ¶7j '� Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 / {�� VA-63k° NEBPA BLOWER DOOR FORM ` '•= - Home Energy Experts North Eau 0udd&, Performance Adruon J18.850.E911 Contractor Name: (41)fits £o_ s}wei;v-r Date: N/ El'is Contractor Address: Sl Ctowlir t2d City: t4vJse-Aits State: AY Zip: t&Jet Phone#1 19 Y-033g Phone#2 Location tested: 276 Lack5ert ff'ri„ 2061 City: ret+ Svr State: A/1 Zip: (rya. Ventilation requirements Volume 8 x(living& basement area) 1915— = 1 S 320 cb ft N Factor 1 =19 Air Flow b .35 x(volume) ¶341. /60= R%36 cfm 1.5=16.8 Air Flow p 15 x(occupants) = z-15.6 Minimum CFM50 =Airflow x N Factor ent 34 x /S cl = 1376 CFM50 2.5= . What it should be 3=13.7 Blower Door Diagnostics Ring Open Inside Temp: /�F Baseline Pressure — 513 Pa. {aB Outside Temp: J` F Fan Pressure -' li'i Pa. C Flow @ CFM50= IC e & NOTES: The safe zone for this home is+/-30%of the minimum CFM50 High side= 1784 low side= 143 CO ° CFM@50 x 60 minutes Z 35-' 9 7pr Volume of building x N factor U As a reference,Energy Star homes must come hi at.35 ACH natural&to qualify. ACH= • `O m Blower Door testing performed by North East Building Performance Advisors �/ Town of Queensbury Building &Code Enforcement O,ffice_No.(518)761-8256 Septic Inspection Report 1 P Inspection request receiveed:_ �4p— /, 1 �3 I f�� Name: ik'�'0�` ,t Inspected on: `{ 111 F `L,14 J-o -1 MI Ic� Arrive: 2 Ccs a.m.I p.m. Location: A ,., Permit No.: %�,/n�r .3( Inspector's Initials: Comments andlor diagram Soil Type: Sand/Loam 1 Clay Type of Water: Municipal I Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+I- _Y_N NIA [150'to well required if NO] Absorption Field: Total leng i ft. Length of each trench ft. Depthizeof trenches ft. rit6V1p/Size of Stone Seepage Pits: Number Size: x Stone Size: 04(..41;:2 Piping Size Type Building to tank /�/1 Tank to Distribution Box y'C� ' Distribution Box to Field I Pit Opening Sealed: _Y N End Cap _Y N Manholes t2es or 8sbels _Y N �� Manholes 12"or less below grade _Y N [provide extension collar if Yes] —Y— Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Confo . - 'lot Plan — — ngirieer Report a • As-Built Y N k4.'- • ontract provided —N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Sta , ,: Apirs •artial Approved and needs to be re-inspected, please call the Building&Codes Office ^ , Disapproved IQ Septic Inspection Report 7 Town of Queensbury Building &Code Enforcement Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: Inspected on: Location: Z1\ Locjt /\CAY - tvtl-v. i.I1. Arrive: afi a.m.lp.m. Permit No.: —t Inspector's Initials: ____ Comments and/or diagram Soil Type: Sand/ I Type of Water: Municipal/ ell W 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 16—LC ft. Length of each trench SS ft. Depth of trenches /2"—p,fis Size of Stone Seepage Pits: Number ijitar Size' x Stone Size Piping Size Type Building to tank 4` st'; J 3f Tank to Distribution Box c��` Distribution Box to Field/Pit L� 1 - Opening Sealed: _Y/ N End Cap / N Inlet/Outlet Pipes&Baffles 4/1' N .- L .�— _f-&MC-(2,5 Manholes 12"or less below grade Y N [provide extension collar if Yes] _Y N ^ �� Location/Separations 1719‘2\11UDIf � , )'? ' Foundation to tank /if irfftt. ryFoundation to absorptionSeparation of Pits4ft. Conforms as per Plot Plan � Engineer Report and As-Built Y W'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•. !ore(•I Pa '.I Approv-i and needs to be re-inspected;please call the Building&Codes Office 41/ Septic Inspection Report • Town of Queensbury Building&Code Enforcement TUB Office No. (518)761-8256 I-j Rough Plumbing ! Insulation Inspection Report Inspection request received: Ak1115 Name: —�tl)SC Inspected on: AIN 12"kS Location: j1-1- L-oCX1(00 Arrive: �c a.m.l p.m. Permit No.: �' 32-AD Inspector's Initials: Type of Structure: SP) COMMENTS Y N NA Plumbing under slab /� Rough Plumbing/ Nail Plates v Plumbing Vent/Vents in Place 1 'A inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction if Pressure Test Drain I Vent Z45 Air/ Head \ 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test }J 00k P t CWater 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 I No duct tape Blower Door Test Air Sealing Rough Plumbing/Insulation Inspection Report • Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Ins, • do1guest received: 1/01--? 9_e) /J Queensbury Building & Code Enforcement Arrive: ZI I/_. ani/p 742 Bay Road, Queensbury, NY J,, 12804,`l !Inspect' "!nit a s NAME: S� t7� I L t y) 6 ' CR dY� PERMIT#: : - • /te--3 3( LOCATION: �-7'j f i rt.Md- .'�� INSPECT ON: /I3a1 6/C TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air /Head 50 P.S.I. for for 15 minutes f nsulationn / esidential Check/ Commercial Checkessaleas Window Sealing Tyvek or Similar Exterior Sealant A Proper Vent, Attic Vent Atz 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 COMMENTS: 4 R- act-4'519 Ortelkl 3"'tdt• aRough Plumhing_InsulationIns hon`02 0513 Town of Queensbury Building &Code Enforcement 1 hu rs 9`11 Office No. (518)761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: �`� Inspected on: /— Location: k e C Kh&r+ INA-0 Arrive: "' A.. a.m./p.m. Permit No.: l 3 3 Inspector's Initials: �. . TYPE OF STRUCTURE: S e D Y N N/A COMMENTS: Framing Attic Access 27 x 30°minimum Jack Studs 1 Headers Truss Specification Provided Bracing/Bndging Joist hangers Jack Posts 1 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 I Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w)16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2.3 hour Fire wall 2,3,4 hour y�Firestopping 6f—> Wil , I / Penetration sealed i l _�d �-'1°✓ '� 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in. (W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off,if required Framing/Firestopping Inspection Report -flues lb�a Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins peciiarequest received: Queensbury Building & Code Enforcement Arrive: = • am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto s I I s:c9 NAME: TJ PERMIT #: -'3 CP LOCATION: kn e_Khat+ Mt L .ol INSPECT ON: /a �y TYPE OF STRUCTURE: 9 F +P Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place T/ 11A inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction sur Test Dra /Vent Air/Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes ensre Test Water Supply Piping 0y/ Air/ Head 50 P.S.I. for 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 COMMENTS: Rough Plumbing_Insulation Inspection_02 0513 Town of Queensbury Building & Code Enforcement ''rue S —� Office No. (518)761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: U Ct Inspected on: Past"/ Location: iP t74 )1/40 c W hsr4-m-l-n Arrive: ' mei a.m.I p.m. Permit No.: I y' 3 3 (p Inspector's Initials: TYPE OF STRUCTURE: S Y N /11 N NIACOMMENTS: ,'tFraming ,t Attic Access 22'x 30°minimum lv{ Jack Studs/Headers 17; 22y--5'5 $5 55 Truss Specification Provided ✓- Bracing/Bridging � CR—�1 n—uA�S^O`5 Joist hangers / Jack Posts I 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 I Bearing Walls Metal Strapping for Notches Top Plate 11/2(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 wall 2,3,separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side A inch or 518 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 I below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping Inspection Report Town of Queensbury Building & Code Enforcement rn Office No. (518) 761-8256 + ' ' 0 0 Framing I Firestopping Inspection Report Inspection request received: Name: A' Le S+ Inspected on: —a 9- Location: oL Py La C K fir Mfn Arrive: IWO a.m./p.m. Permit No.: / y —3 3 (o Inspector's Initials: alai TYPE OF STRUCTURE: 3 Y 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 I Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'h(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.hi or ld-24 on esfror Ice andwatershield 44 inches from wall (C7) fa10- 7/4'11—"' �^ Fire separation 1,2,3 hour Fire wall 2,3,4 hour �5f 4 Firestopping �� C" Penetration sealed 16 inch insulation in cavity min. , Garage Fire Separation /ITii•._�I`-�_ House side Y2 inch or 5/8 inch Type X Garage side 518 inch Type X ICJ Ceiling/wall �G 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 Mb,n a, Office No. (518)761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: /.- U SY Inspected on: Location: a 74 ktei_k k W'4' t1+a Arrive: \ y a.m.1t Permit No.: 1 9 - 3 3(p Inspector's Initials: —tA.191 TYPE OF STRUCTURE: S F D _ N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/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 'h(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses 4 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 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 I below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping Inspection Report c)3Y • Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: d/-11II Queensbury Building&Code Enforcement Arrive: am/pm Dep am/pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials: 2 f) NAME: AvSrPERMIT#: � 33(o LOCATION: 2:. (1 Loth k4sr T izA) INSPECT ON: p ytqTYPE OF STRUCTURE: P Comments Y N N/A Footings Piers Monoliths Slab ////11Reinforcementin 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 '. . . !live footing 6 mil pol • • et areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation teri xterior R- It7 Alt Rough Grade 6 inch drop withi 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM �hu�s t-t f Cu ? Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/pm Depart: ppm 742 Bay Rd., Queensbury, N+12804 Inspector's Initials}�� 4r— r q )1 (''3 3C/ p NAME: {7 (�(s PERMIT#: 7— LOCATION: kin C ((6dar.4- N} A INSPECT ON: S — 4o ht TYPE OF STRUCTURE: S F/ ✓ Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. / C .Foundation/Wallpour Z fr#B Reinforcement in Place Footing Dowels or Keyway in place Q � /� t Foundation Dampproofing 2 v '" '��i 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 wed /b'l) Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart/Olt/am/pm 742 Bay Rd., Queensbury,NYL12804 Inspector's Initials. / .4-336, NAME: A QS7 k i PERMIT#: I `7 336, LOCATION: `—o6hal4/Yl-fe) INSPECT ON: /0 r1 7-1 TYPE OF STRUCTURE: 3 F 'J Comments Y / N N/A .Footings Piers �.�(7 Monolithic Slab 6 Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place V Footing Dowels or Keyway in place q\sem' 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 Th woo. Rough Plumbing / Insulation Inspection Report , Office No. (518) 761-8256 Date Inspction r guest received: Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector s I ti IsC A NAME: t�11 ' PERMIT#: �J /1 / 6 LOCATION: t) Lpe K INdr+00-1\ INSPECT ON: 0c:1--/q TYPE OF STRUCTURE: S F D Y /'N N/A i ergs Lrj `5et_ Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I. for 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 COMMENTS: Rough Plumbing_Insulation Inspection_02 0513 Town of Queensbury Building & Code Enforcement Office No. (518)761-8256 Septic Inspection Report Inspection request received: Name: Inspected on: /O -9-111 Location: e�'14 '�[7 CW\\4r-4- A n QO1 Arrive: IDr3°,1 a.m.I p.m. Permit No.: 1 ''1- 33 Co Inspector's Initials: ep/i 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'+I- 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 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 InletlOutlet Pipes&Baffles Y N //// �, � Manholes 12"or less below grade Y N Uenha .Lek/ Lam11 y) (r /C- [provide extension collar if Yes] Y N /bM r/2�-i/wr5 44- MO ittel Location/Separations ser 644. f .) ern 4 SAY/(r Foundation to tank ft. J unit to absorption ft. �� Lath- p� v D L� Q Separation of Pits ft. p� l �T""r° f� y Conforms as per Plot Plan Y N yU 46€Y6 ,P � p�i� f Engineer Report and As-Built Y N ETU Maintenance Contract provided Y N Location of Sem on Property: rF on / 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 Septic Inspection Report J Foundation Inspection Report l ` Office No.(518)761-8256 Date on request received: Queensbury Building&Code Enforcement am/pm Depart./2\( Pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials6, 2 NAME: PERMIT If: tDl 73(0 LOCATION: �, k /.cc1 J Q() INSPECT ON: /ey/ 4 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab fc Q. `z , Reinforcement in Place C512 \nM'1/4 The contractor is responsible for ��L providing protection from freezing Sea" "-_ for 48 hours following the placement o concrete. Fo or this purpose on site. Foundatio allpour reinforcement in Pl ( Footing Dowels Keyw place Foundation Dampproofmg V 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:\BulldIng&Codes Fong\Building&Codes\Inspection Porins\Foundatlon Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report (� � Office No. (518) 761-8256 Date Inspection request received: ( f // `l Queensbury Building&Code Enforcement Arrive: am/pmDepart: pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:�----� NAME: At) S T PERMIT#: — 33 (0 LOCATION: D 7 vl LU c k l s3(T Mt, INSPECT ON: • i TYPE OF STRUCTURE: 2D . 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 *ackfill Approval 114/ 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 -.94t7.M3 Foundation Inspection Report I Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart? ��r742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: a 11 s4 PERMIT#: f —.3 314, LOCATION: atl I oC K hykr-4- 0, INSPECT ON: 9—/L¢ "FY TYPE OF STRUCTURE: s F Q 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 iR- %/1 �.� Footing Dowels or Keyway in place / Foundation Dampproofing .\tic5s:?-et- t3.c Foundation Waterproofing Footing Drain Daylight or Sump 2 .1C ..c_3' Off_ 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 --rues /0 -1°)- 011? Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:/�pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:_t_ J G NAME: i 1 (.�S r /� PERMIT#: 41/ dS Lc LOCATION: k flC K \c€r+ N\-‘-n Rd INSPECT ON: -9`!t y TYPE OF STRUCTURE: - T Comments Y N/N/A anturningsut Piers /v v ° V 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 J/ 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm""" """��A��^ Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: /4 t.A 1 NAME: A J PERMIT#: 26 C4— .\34 LOCATION: {.,ci Cb, TINSPECT ON: ct l TYPE OF STRUCTURE: 2� 1 1� Comments Footings Y A Piers �➢``� / Monolithic Slab / v 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 Dampproofng 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:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Town of Queensbury Building & Code Enforcement (,V Cdt1 Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: A(�S—F Inspected on: -a Location: Lye KV &o r r 1`0A"A Arrive: _ t l".• a.m.I p.m. Permit No.: sq- Inspector's Inspector's Initial Ar- - 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 I 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 11/2(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 Penetration sealed V ,car 16 inch insulation in cavity min. t a-^ , 2 `L3aGarage 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 I 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 i ! qts' i F i , aA ; a R i i e ,4; ----?4 .W O \Cv .:>:".!r`-10/", 5.3. i i E 1 i € € 5 i - s' E - i S e F i c.,g F$ } ��- ./1'7,�i, r.< A € 22 yF ti::Xrv- SF _y,� _ - _ i1 5 1 5 F F SW: 5/ T'y.g? •) r011-'-y'i J•. z,. ' ;29e- _.�•. 2 2 o ^ ` ' ' 7ix HFfl : 11 g 5 Yn ; R? \l<� - ' ,i T { e4 -F ^ o= e :$ of � 4 , \ / / I ' :14' 1 w F 110E, \. 0 S1/4M 11%Kr41..\\ 1 . \k II 111 �� _., ,I'�� I \\ is Al t i x ' vig 401Wilil 1 ikt iiL ,r 6, , {,. "Y � �,�,,,sif 1il{0 / � `fir, 1 a49 ;FIR *S ,_* 1 \ / 1 \ / .0 IQ \ 4' * \ M \ \ ill \ ''v. 4? 1%),L' \ \ 1 i \ \ Y I \ \ f '1 1 \ ' / \O \� I \ x w 1 - 1 yy w\ \ \1 1 I ( 1 AI \ I It 01' 1, I I I Orl II1 xl 1l I I 1 \ I I 1 11 1 I I /1!/ 1 1 T'v ++ 1 ( t \ \ 'I U ( I 1 y;E rp;ae E,1i` 5 `"E a ;`E 4s; 5 1 1 1 1 3 'p_ a ve£ a ..;1F „ _� • '� 1 \1 a•id $ €i€ Idd 1 WI !!i! ! f d° i 2 €� e;,41 '� ' 4 iF '@g+ 1 iit € € E"3 \ 1 I, it I 1 1r1'!, A x 9e C1 SCALE le EFIEET TITLE N PROPOSED SITE LAYOUT FOR THE RESWENCE OF = 30' ] 1 i SITE PLAN PETER AUST & NOEL GRANGER 1111 ' rt<m v v o.rt n IOi 5 CMMGQf SUSOIVI:I ON TAX NAP N0.'52-1-L 5 1fICXH.IR!NDIIMIIV ROAO WARREN NNiTY,NIT TOFF —1 0 TORK OP oUk'&Y39UM SHEET No JUNE 9.2011 ENVIRONMENTAL DESIGN PARTNERSNIP,LW D 9. S. ROUTE146 CLIFTON PARK, Y.12065 (516)]] -7621 (_�""�� \ Maras IYYOeuve u O IwO