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2003-636 TOWN of QUEENSBUR- Y 742 Bay Road,Qoeensbn NY 12845902 (518)761-8201 Community Development.Building&Codes (518)761.8256 OCCUPANCY RT I F I E Pemnit Number P20030636 Date Issued: Thursday,January 29,2004 This is to certify that work requested to be done as shown by Permit Number P20030636 has been completed. Tax Map Number. 523400-296-012-0001-006.000-0000 Location: 2 BAYBERRY Ct Owner. DAVID HATIN Applicant; 'DAVID HATIN This structure maybe occupied as a: By Order of Town Board Garage-3 Cars Attached TOWN OF QuEENSBURY Single Family Dwelling 14 ` Director of Building&Code Enforcement r TOWN-OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030636 Application Number: A20030636 Tax Map No: 523400-296-012=0001-006-000-0000 Permission is hereby granted to: DAVTD HATTN For property located at: 2 BAYBERRY: Ct in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: RICHARD &ANN HUGHES Gage_3 Cars Attached 5 BAYBERRY Dr '- Single Family Dwelling $120,000.00 QUEENSBURY,NY 12804-0000 Total Value $120,000.00 Contractor or Builder's Name Address Electrical Inspection Agency Plans&Specifications 2003-636 2304 sq ft SINGLE FAMLIY DWELLING WITH 3-CAR ATTACHED GARAGE AS-PER PLOT PLAN SPECIFICATIONS $362.$$ PERMIT-FEE PAID-THIS PERMIT EXPIRES: Friday,August 27, 2004 (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 of Queen Wednesday,August 27, 2003 SIGNED BY for the Town of Queensbury. a. Director of Building o e. orcemerit Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File4No.No inspection will be made until applicant has received a Fee Paidvalid building permit. All applicants'spaces on this Rec.Fee P application must be completed and must appear on the Reviewed application form.Applicant: Gil ice Ui N _ Owner: .1" Address: 2 erg - Address: 3 e•r e.�. �- ��e�. Lalt G� Ny rza�iY' Phone#( ) ? - i Phone#(Vk) ?-i Z -�`101 Property Location. Lot Number: / House Number Z Subdivision Name: 2cl�L e't Tax Map Number: 4w-Xn1/Z. -j--a ---New Building: toc ,/ /commercial 'Estimated Market Value of Construction: $ 0 Addition: commercial If an Addition,what will use of new addition be? 0 Alteration: residence/ commercial 0 No change to exterior size: residence/com'l o Other work(describe ) Check Oecupancyluformation 1' Floor - 2n Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet 0 Single family dwelling -27-0 /S -2 3 O Q Two family dwelling 0 Townhouse 0 Multifamily dwelling #of units 0 Office 0 Mercantile ❑ -Manufacturing TOWN O-QLiEENSi3URY 0 1 car detached garage AND CODE Q 2 car detached garage — 0 3-car detached garage 0 1 car attached garage 0 2 car attached garage o 3 car attached garage , 8 0 Storage building- commercial 0 Storage building- residential a Other What is the proposed height of the structure feet/ inches Will any second-Hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil /(g>/wood / rced hot ` / baseboard l other: Number of Mwentaces to be installed 1 Number of Woodstoves to be installed - �- List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder Plumber ;,wE' Z ?Y1' Mason Electrician _ 2 ' e,6 7YS=rZef3 Declaration: please sign below after you have.carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement.of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Itwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the'Zoning Administrator or Director of Building and Codes,an As Bunt Survey by a licensed surveyor;drawn to scale,showing actual location of all new c on Signature: owner,owner age architect,contractor Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: ...........................................................-.................. ..................................... Location of installation: 'R,-,Z, 6XII Office Use Tax Map No.2-9(o./2-/ File Permit N Fee Paid ep 441, Owner's Name: Address: 2. INSTALLER'S NAME PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x ­Computation = Total Daily Flow 1980 or older x 150 gal/bdrm. = 1980- 1991 x 130 gaYbdrm = 1991 -present -5;- x 110 gal/bdrm = Garbage Grinder Installed yes no -D Spa or Hot Tub Installed yes no4- R17 rP-AlF,-7 AUG 0 7 2003 4: PARCEL INFORMATION: (circle applicable information&indicate measurements jN OE=QUEENSR-URY BUI-DINIG AN30 CODE ToDoaranhv . Soil Nature Ground Water Bedrock or Impervious MatefjaI7 —13-6m­estic Water Sjipply (VI-a-Y-J', sand at what depth at whqtdepth 6unt—icW: feet Y22i feet W-e-77 pa�� - Steep slope clay if well, water supply %slope other from any septic-system depth: absorption is_j?. other Percolation Test: .(To be completed by licensed professional engineer or architect } Rate: /S- minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: 45-00' gallon(min.size 1,000 gal.) Tile Field: each trench ft. Total Systemi Length: 3 SU ft. Seepage Pit(s): number of size of each: _ft. by_ft. Size of Stone to be used: # depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: Size of each: gallons TOTAL Capacity:—gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &IN-FORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 13 6-29 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. Exoop C-2-w ,14-- - P16/,13 Signature of respoh6ii-b—leperson date— '1'c�tivtt c�T ry so-went and 'Sewslgcs I>i�j>n::il t:l,sititt`:• 1LI�l�s�iulix t: i r • A'I.�.�it3IL�'''l'IC2t,`�l, I�'l I<�i.,I) '. POND - ' SI�;I'1�1LA'i'IL)Pd ItI�SZT.)IItI�R31�:t�•t'I`� ' t-,^—S' lrlE=s.:_ �N ���►rrt•�, ..:-�---�'"��.. �/."�'�.�,.,,1 .rt ei•.v�x . • •cx+�tir �1S+SIC; :,! �......,..-'%' — . • A;y;��tf►tx,1 R-s-rap ' 7. SIGNA']CL3RE 8i II�tFORIVIATION FS3.F.PUF4SLIVI �rssr�r�s✓,e�••a,tr��•.�.4MV; t r r r Y _ � � �� Richard A.1hFissita n. Highway Superintendent LAEPARTMENTNome(518)798-5127 742 Bay Roach: Queensbury,MY 12804 Michad F. T'ravis Wce Phone: (518) 761-8211 DePutY HilghWaY Superintendent (518)798-0413 Fax: (518) 74S-�i�166 DRIVEWAY PERMIT DATE: 163 APPLICANT NAME: � oicP �fi�. TELEPHONENO.: 2Yf-- ADDRESS TO BE INSPECTED: G RETURN ADDRESS: . �y rr Cod- Applicant must show enact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: { )Preliminary Approval NEED: { )Slight Swale ( )Level with the road { )Deep swale Size pipe to be used(if necessary) ( )12" ( )15" ( )18" ( )24„ ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: ( )Final Approval ( )Rejected DATE: Richard A. Missita,Highway Superintendent Residential Final Inspection Office No, (518)761-8256 'Date Inspection reques ived, Queensbury Building&Code Enforcement Arrive: pm Da pm 742 Bay Rd., Queerisbury,NY 12804 Inspector's Initi NAME: P IT#: 63_ 1 (P LOCATION: E: TYPE OF STRUCTLIM: Q� Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete V/ Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers V/ Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill late Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30-ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating V, Low water shut-*off boiler Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: _—Z / Every Bedr 0m. Outside every bedroomarea: .7 Inter Connected:--,,,-" / Batter ybackup: ✓ Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf V Emergency egress below grade Basement stairs closed rise>4 inches '/4hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, I sq. 1-150 sq.ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C 0(Cert.Of Occupancy) ay o issue Permanent C 0(Cert. Of Occupan y) 'L:\SueHen-dn,way\Builling.Cole,,Iri,paction.FORMS\Res.Final Insp.form 2,1or, edited January 21,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection re e rec d: I I Per Te c Queensbury Buildinja&Code Enforcement 'Arrive: epart: am/pm 742 Bay Rd.,Queen7sbuiy,NY 12804 Inspector's Initia' . r NAME: P �MJT 0 R RMIT NO.: P C ON. LOCATION: SPECT ON: �g 4. E 12-Vj RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance Other wells: Absorption Field: Total length Length of each trench Depth of trenches Size of Stone ..Seepage Pits: Number Size: Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field I Pit Opening Sealed: Y/NI Partial Location/Separations Foundation to tank Foundation to absorption ft.- Separation of Pits ft. Conforms as per Plot Plan I j Y N c Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use atus: Approved Partial Approved and needs to be re-inspected,please call the*Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection ReporLdoc January 28,2003 t i MAP REFERENCE: LEGEND: MAP OF BROOKVIEW ACRES IPF = IRON PIPE FOUND DATED: APRIL 19, 1965 i REVISED: MAY 9, 1966 IRF = IRON ROD FOUND BY COULTER & McCORMACK CIRS = CAPPED IRON ROD SET LICENSED LAND SURVEYORS 1 CIRF = CAPPED IRON ROD FOUND = UTILITY POLE 13 IPF CIRF q�'9 i 1133. 4 Ir;)C�OpO� 2 BERRY CO76.35' ry� FOUNDATION 37.I7", IPF CBENT) ) o C S ''/�� � {j� W N 173. ►..I� I 98' GAtGl1 N83 9'00'W BASIN \l j IPF ° _ 3 ° I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. ` VR THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED. AND ON THEIR IPF ° 11 BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. i CERTIFIED TO* DAVID HATIN { IPF GLENS FALLS NATIQNA�I. °BANK AND TRUCT COMPANY.IT'S SUCCESSOR$I /..�pR,ASSIGNS w - I xT CERTnm q MA -,G�. TEV� -LLS,: 5.rt50133 DATED* JJ 23. 00 EPTEMBER4. 2003 { a el , r- s N 9 AU'PHONI ED ALIERAIM ON ADOPTION 70 A BURNEY (� MAP BEAIBNc A LICENSEDLICENSEDmvE NscD LAND SYaRs SEAL IS A Map of a Survey made for Scale i• 30 WOLATION OF SECTION 720111.SUB-DPW"2.OF THE NEW YOI K STATE EDUCAWN LAW.' 'OILY COPI�fROU M ORIGINAL OP TMI4 9URVN SEAIID ALL AN COGRIDEREDAL Or T LAID VALID I U - 1 Steves C "" TO BE N SIG TRUE DAVID HATIN CERTOICATRIN4 INDICATED HEREON SIGNIFY TEAT THIS SURVEY WAS PREPARED M ACCORDANCE"THE M"NO CODE OF PRACT FO ICE R LAD SURVEYORS A00PTED Land Surveyors BY,HE NEV Y STATE ASSOCIATION OF PROFESSIONAL s�EET LAND SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSONN FOR OR WHOM THE SURVV EY a PREPARED,AND IE ON HIS BEHALF TO T TIRE COMPANY.OOVflMENTAL 169 Haviland Road AGENCY AM LEADING INSIMTION USTED HEREON,AND Town of Queensbury, Barren County, New York Queensbury, New York 12804 TOTHEA�a>M �,ON� 1 9-4-03 FOUNDA77ON LOCATION HATIN C-922 518 792-8474 New York lAc. No. 50135 NO. DATE DESCRIPTION DWG. NO. 03214 60-3- f Framing /Firestopping Inspection Report Office No. (518)761-8256 Date In ection reque e . Queensbury Building&Code Enforcement Arrive. 1 0 a e 1 2 a� 742 Bay Road,Queensbury,NY 12804 Inspector's Initials- NAME: PERMIT LOCATION: V, INSPECT ON: I'2 TYPE OF STRUCTURE: Framing Y N `N/A COMMENTS TS . Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls { Metal Strapping for Notches Top Plate - 1 %2(w) 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall ire separation 1,2, 3 hour Fire wall.2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in,cavity min. Garage Fire Separation N7j\ZnN,,- House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in. (W) 5.7 sf above,/below grade 5.0 sf Eade LASueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Rough Plumbing Insulation Inspection Report Office No. (518)761-8256 Date inspection requ ecei Queensbury Building&Code Enforcement Arrive-7t-m—a e 7.-� 16 �m 742 Bay Road,Queensbury,NY 12804 Inspector's Initia P NAME: 9 rPERMIT#: —41W LOCATION: 7 C60 INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain Vent Comm. C:- ly Plumbing Vent Vents in Place z:sa Rough Plumbing/Nail Plates Head or Air Supply Test Diain and Vents 5 PSI or 10 ft, above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family Insulation V Residential Ch(ScrQ Commercial Check -Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces C' Combustion Air Supply for Furnace Duct Work Sealed Properly z) CZA U COMMENTS: -L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re s receiv Queensbury Building-&Code Enforcement Arrive: p D 742 Bay Road,Queensbury,NY 12804 Inspector's Init' Is: / NAME: 'dam\r V ��1 PERMIT##: 7 �� LOCATION: -7 �~��-� � INSPECT ON: _1��Q TYPE OF STRUCTURE: F�� C.A q-. G.j�Q Y N N/A PVC:.iR-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent 1 Comm. Plumbing,Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family Insulation/Residential Check/Commercial Check �-�-- Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COIVIlVIENTS: ,T �L.\SueHemingway\13uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing /Insulation Inspection Re Dort Office No. (518)761-8256 Date Inspection e est e ei Queensbury Building&Code Enforcement Arrive: p art: an<�� 742 Bay Road,Queensbury,NY 12804 Inspector's Ini "a s: NAME: kA-M% PERMIT#: -hM3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Dfain and Vents 5 PST or 10 ft.above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One&Two Family VInsulation/Residential Check/Commercial Check ;V,/ -Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: �L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report,doe January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection req es recei Queensbury Building&Code Enforcement Arrive: a p 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial . part: a In NAME: PE IT NO.: LOCATION: 1-7 -'600-1—INSACT ON: RECHECK: bc Comments and/or diagram e: Sand of Water: ell Water -pWaterline segpara e Well separation distance Other wells: Absorption Field: Total length 41 T%, ft Length of each trench ft. Depth of Size of�Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank h LAX— ifm Tank to Distribution Box )Avt Distribution Box toF-jeld Pit,,— Opening Seale Z�Y /�tial Location Separations Foundation to tank ft. Foundation to absorption & Separation of Pits I Conforms as_per Plot Plan --Y---V N Location of System on Property: Front Rear LeftSide Right Side Middle<Fr ,�wd d,e o t—M-1d e Rear System Use Statu Approved Partial Approved and needs to be re-inspected,please call the'Building&Codes Office D 7-ii8approved L:\SueHeniingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p epart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: 'J PERMIT#: V LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper. Drain/Vent/Comm. Plumbing Vent/Vents in Place f Ro Plumbing 1 Nail Plates ead-or Air-Supply-Test Drain and Vents 5 PSI or 10 ft. above highest 6nnection for 15 minutes W er Supply Piping Capper Commercial Copper,CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Co. bastion Air Supply for Furnace Duct:Work Sealed Properly__ h7e*P =_= TOiMMENTS: L:\SucHemingway\Building,Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing/Firestopping Inspection Report � j Office No. (518)761-8256 Date Inspection reque eceive : Queensbury Building&Code Enforcement Arrive: pm 'cv a 742 Bay Road,Queensbury,NY 12804 Inspector's Init' is: " E 0 NAME: t! PERMIT#. i LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N :NIA COMM TS .� Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft, or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire 112, 3,4 hour Irestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7.sf above/below grade 5.0 sf grade L:\.SueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 I A— Septic Inspection Report Office No. (518)761-8256 Date Inspection request c Ive Queensbury BU`ilding&Code Enforcement Arrive: a M p, a pi 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initial NAME: PE IT LOCATION: k, INSPECT ON: RECHECK: Comments and/or diagram Soil Type. San Lo Clay Type of Water: unicip5p!L-Pell Water Waterline sepkz2N:aYs­tance Well separation.distance ft. Other wells: ft. Absorption Field: Total length Length of each trench Depth of trenches Size of Stone -Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field - Opening Sealed: Y I artial Location/Separations Foundation to tank --Or ft. Foundation to abs2_Ttion Separation of Pits Conforms as_per Plot Plan N/ Y N— Location of System on Property: Front Rear Left Side Right Side Middle Front dle Rear System Use Stat !7Approved Partial Approved and needs to be re-inspected,please call the*Building&Codes Office -Disapproved L:\SucHomingway\Building.Codes.Inspection.FORMS\Septic Inspection Reportdoc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection req st c I ed: Queensbury Building&Code Enforcement Arrive: , e aAfjp 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: iA�i�w PERMIT#: 700 3 e - LOCATION: Z V2 --INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent/Comm. -vz IONN Plumbing Vent/Vents in Place I j I Rough Plumbing ail PlateVI/ Head or Air Supply--Te—st Dfain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: -L:\SucHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspectiorr,reques ceive Queensbury Building&Code Enforcement Arrive: � a D a UO a m 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: PERMIT#: 03 -1-6,3, 4 on LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers j �' OD_\ Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches I Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 %a(w) 16 gauge(8) 16D nails each side l Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side ''/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection re e r eiv Queensbury Building&Code Enforcement Arrive: p D art: a e e r d .742 Bay Road, Queensbur .Inspection 0ai �y,NY 1.2804 Inspector's Ini Is NAME: M PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses AnchorPolts 6 ft.or less on center and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall,2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 Isf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No, (518)761-8256 Date Inspection request received: 4 Queensbury Building&Code Enforcement Arrive: —arn/p I)eparC-/ am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial'. NO/ NAME: kkll PERMIT#: LOCATION: INSPECT ON: 3 TYPE OF STRUCTURE: 7 Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Darripproofing Foundation/Waterproofing Type of Darripproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1.2 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6.inch drop within 10 ft. L:\Sueliemingway\Building.Codes.Inspection,FORMS\roundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ e* ed: eeque, Queensbury Building&Code Enforcement Arrive: a p Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia 7 T 4. NAME: P RMIT#: LOCATION: aan INSPECT ON: TYPE OF STRUCTURE: 0 Comments Y N N/A ootings Piers IA Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1.2 inch width 6 inches above footing 6 mil of for wet areas under slab Bdckfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHen-dngway\Building.Codes.Inspectioii.FORMS\Foundation Inspection Report doc January 28,2003 Z z a " V H � aco aW .MOON Q ti mw H H %�0 WWa zH x ] �z 00 H W > 004 H H ��m w Ira W W H a 0,H W 4 W �7 w z H z u W d U Q w a 44 a H a 0 a w z x a U ►� Q w zQ a a W Q H H W w H U p, H a Q HH W � � w z w u P o a a x x � H w a N a D W G ,� O w x x a z 0 W z '' Q U z W z h p 0 a H 3 H H u H a a 0 ° ' u4w W % Naafi 00 4 4 U UHa H zN zHU ac a � � aHa u o u • ] z w H z cn w u w a s �+ vu z,a = W H > wwax w z Q > 0 a z cn m w H w w w w U > U 2 � H a w 4' 0 a z H a w a a H a s aa, w z a W H a t� off z 0 0 0 F 0 0 w 0 0 0 9 W a N H O z9 W H z H 2 W H a Q Q z A Q 0 u u u a > r Ha z M H a H w a Q a x N H H H H a a 0 H H,+ H 0 z W U W ,W/ + Z U H a 0 H ,�. 0 by 0 p p o a a H a H H z z z z p z A z 0 Q P W H U a s z { , w H W w y U t1 W w� �1 x x x W UJ w 0 ` Foundation Inspection Report Office No. (518)761-8256 Pate ee Tu Inspection on 1� Queensbury Building&Code Enforcement Arrive: PHI epart: _431L-)ai� 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s: NAME: PERMIT#: CA LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement-in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing 115,roofi�g Footing Drain Daylight or urnp Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab ✓� Backfill Approval V I Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suellen ingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 A Foundation Inspection Report Office No.(518)761-8256 Date Inspectio r t c ed:,pe 5 tio re c Queensbury Building&Code Enforcement Arrive: epart: OW In r 8 In' 742 Bay Rd., Queensbury,NY 12804 Inspector 9V- NAME: r LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Danipproofing Foundation/Waterproofing Type of Dampproofing/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, LASueHcrningway\Bui1ding.Codes.hispectionTORMSToundation Inspection Reportdoc January 28,2003 Job Site Address; Date. Owner, A licat'pp zon No. File No, WINDOW SCHEDULE '�yy�����'�a r'�x�,��� " A 3",� pp a�'�y�y� r• �w "'��+� �` �°?r'C r `, �. �� ��'�' #u*"•r ram.!a.5«cC�..t,.°� t,.:a'�,c`„z�a¢�dw..h :K+«diY:w;r�u Window Window Mfg, Window. Unit or dough ' oil SpTiT SQ G1ear C�ea Special Hardware or Number or Name Model Stock "0 ixi "Glsslb C t " Letter on $ lagtesslGlea> pei�utg Opeiitgo�g�t Instructions Y" x Y 3 r.5 a«w K ➢ �M nay a NIT Or Type Number With etgltt 5Kiemn 1 ► th inch`esa Plan a Gall Size x " A . ^t �rUlm m R Qr6tlN 4�/144, 3A y % �f 4114S4,4? wairV114, 3US2 51�k' 3 ) �" /2,� (�.�`l �,S 3y��& .._ 26� r `r �` nc�t�xoti N a1�� 3032, 3 Oz 3Y/x /6- Aisv N se�,¢�� 23 3's� 3'y � 9�S ,� !� 31_a61 l Yryry S' MA I I w( Uir.. -THIS LINEHAS EXAMPLES OF SAMPLE ENTRIES >�'" <[[5 a, tC" � A : <a .. �.a:a N� �• �s... at a .�,a. ai `u.,f..wYd+E�TuWii�" `+5" -O i •".Ya hu'�: z r„r tD. .walla ,1 4,. ,, eyed '� �yyzzv���r i;aa,,55.ppnn �°:a '��^• �u "�r,; •yy� [�n,.gi'rty a�.,.Pr[,., ,r� "'i tx� �a ,�""fir r°.. t�, h.� t �/45}c ; J"�"+� ;. ;•., 1� ', �y�..�i� t4�8y YF.. •°�.: kid". w ,.Yk'�'^"7 .A`Y f`:ir. 1 lY JdY M t :�„ � ,,r' ��, r�'�`" `�� a�I ,�,.•�'�,a�'�,.;;.�aE llllb{ ..5 %y�� �, �a,,:,:Yi � �. �t�✓w� �, ��'�. �u,�t'q, i�y'�q �., �. A,• ,2« sa; 7��t �g r a, ��'.�,�� � L;1SueHemingway\Building,Permit.FORMS1Window Schedule,doc Job Site Address: � �� �C �r� Date: Owner: G u �lti �� _ Application No. File No, 0 Building Permit— Calculation Sheet Natural Light, Ventilation & Emergency Egress Requiremen,. Habitable Area of f Req.Light Actual Req,Vent Actual � Sq.Ft, Remarlts`a, Room Room ¢ 8%of Room Light ;e,, 4%of Room Vent Opening for in Area Square q Area Square Egress07 Square Footage Footage rpVV �� FeetR os 4� �? 2 ao, 3?, 23 �jN1N(t a . ` rum ivy ,2y.32 ,n am 4 4ro vM iSS °�� /Z.�I 2f,G� r �,2y 11 71 Z C L,SueHemingwaytuilding.PemutFORMSWat.Light,Ventil.Calculation.Sheet,doo 3itF'e REScheck Compliance Certificate Checked ByM e 1995 MEC REScheckSoftware Version 3.5 Release lb Data filename:Untitled.rck TITLE:David Hatin CITY: Glens Falls `�s STATE:New York HDD:7635 CONSTRUCTION TYPE: Single Family AUG 0 7 2003 DATE:08/07/03 TOWN or-OUM-N88MY DATE OF PLANS:August 4,2003 PROJECT INFORMATION: Single Family COMPLIANCE:Passes Maximum UA=516 Your,Home UA=404 21.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 720 38.0 0.0 22 Ceiling 2:Flat Ceiling or Scissor Truss 864 38.0 0.0 26 Wall 1:Wood Frame, 16"o.c. 384 21.0 0.0 7 Window: Anderson3046:Vinyl Frame:Double Pane with Low-E 266 0.350 93 Wall 2:Wood Frame, 16"o.c. 288 21.0 0.0 15 Window 5:Vinyl Frame:Double Pane with Low 28 0.350 10 Wall 3:Wood Frame, 16"o.c. 448 21.0 0.01 23 Window 6:Vinyl Frame:Double Pane with Low 44 0.350 16 Wall 4: Wood Frame, 16"o.c. 2,16 21.0 0.0 12 Wall 5:Wood Frame, 16"o.c. 270 21.0 0.0 12 Window 7:Vinyl Frame:Double Pane with Low-E 36 0.'350 13 Door:Front Entry:'Solid 20 0.360 7 Wall 6:Wood Frame, 16"o.c. 216 21.0 0.0 - 11 Door 3: Solid 18 0.330 6 Wall 7:Wood Frame, 16"o.c. 270 21.0 0.0 13 Window: Andersonc235:Vinyl Frame,Double Pane with Low 6 0.350 2 Door: Slider: Glass 36 0.350 13 Wall 8:Wood Frame, 16"o.c. 270 21.0 0.0 13 Window:Anderson3052:Vinyl Frame,Double Pane with Low-E 38 0.350 13 Basement 1:Wood Frame 10 13.0 0.0 11 Wall height:8.0' Depth below grade:7.0' Insulation depth:8.0' L Basement 2: Wood Frame 240 13.0 0.0 13 Wall height: 8.0' _ Depth below grade:7.0' Insulation depth:8.0' Basement 3: Wood Frame 240 13.0 0.0 13 Wall height:8,0' Depth below grade:7.0' Insulation depth:8.0' Basement 4:Wood Frame 192 13.0 0.0 11 Wall height: 8.0' Depth below grade:7.0' Insulation depth:8.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 864 30.0 0.0 29 Furnace 1:Forced Hot Air,97 AFUE Air Conditioner 1:Electric Central Air, 14 SEER 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 1995 MEC requirements in REScheckVersion 3:5 Release lb (fbpnerly MECchec4 and to comply with the mandatory requirements listed in the REScheckInspection Che st. Builder/Designer Date .lr REScheck Inspection Checklist 1995 MEC REScheckSoftware Version 3.5 Release lb DATE:08/07/03 TTILE:David Hatin Bldg. Dept. Use Ceilings: 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation . Comments: 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: 2. Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: 3. Wa'113: Wood Frame, 16"o.c.,R-2 1.0 cavity insulation Comments: 4. Wall 4:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: 5. Wall 5:Wood Frame, 16"o.c.,R-2 1.0 cavity insulation Comments: 6. Wall 6:Wood Frame, 16"o.c.,R-2 1.0 cavity insulation Comments: 7. Wall 7:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: 8. Wall 8:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: 1. Basement 1:Wood Frame,8.0'ht17.0'bgt8.0'insul,.R-13.0 cavity insulation Comments: 2. Basement 2:Wood Frame,8.0'hO.0'bg/8.0'iusul;R-13.0 cavity insulation Comments: 3. Basement 3:Wood Frame, 8.0'ht/7.0'bg/8.0'insul,R-13.0 cavity insulation Comments: 4. Basement 4:Wood Frame,8.0'ht/7.0'bgt8.0'insul,R-13.0 cavity insulation Comments: Windows: 1. Window:Anderson3046:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 2. Window 5:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 3. Window 6:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type- Thermal Break? Yes No 'S Comments: 4. Window 7:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: . 5. Window:Andersonc23 5:Vinyl Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 6. Window:Anderson3052:Vinyl Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors- 1. Door:Front Entry: Solid,U-factor:0.360 Comments: 2. Door 3: Solid,U-factor: 0.330 Comments: 3. Door: Slider:Glass,U-factor:0.350 Comments: Floors: 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: 1. Furnace 1:Forced Hot Air, 97 AFUE or higher Make and Model Number 2. Air Conditioner 1:Electric Central Air, 14 SEER or higher Make and Model Number Air Leakage: Joints,penetrations,and all other such openings in the.building envelope that are sources of air leakage must be sealed. Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values,glazing U-factors,and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. Duct Con4mction: All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: r 1 I 'Phan ncfofv orA rpnviirprl fnr Aorh eAnar f MfA C system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. Swimming:Pools: [ I I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F} up to 1" Up to 1.2511 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for RVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range( `) 2"Runouts 1"and Less 1.25"to 2" 2.511 to 4" Heating Systems Low Pressurefremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Project Name: ��� BP# 61) Address: n ' ding Pert,nrit Submission S�f "lireY TVD fial tdyda 0 WT Checklist All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of Queensbury Building Department. If any of the below items are lacking,the permit will not be accepted until-such time as the application is deemed complete for submission. 1: Binding Permit Application Completed ...... :.................. .... ... ...... ❑no ❑nla 2. Energy Form or C heckMate Energy Cbde Compliance Forts Complete.. ❑no ❑nla • 3. Energy Gode Inspector's Report from CheckMate Program.. ... :eJ Y ❑no ❑nla 4. Septic application completely filled out(if applicable)......... ......... ... ... /615 "s ❑no ❑nla 5. Solid Fuel Burning or Gas Appliance Form............ ...... nyes Ono OzO"a� 6. Electrical Inspection Form........, yes Ono ❑ 7. Two(2)complete sets of structural drawings.............. ...... ...... ..........❑yes no ❑nla a)floor plan;b)foundation plan;c)cross sections:d)elevations; e)window and door schedule 8. Two(2)site plans showing location of the structure to be built.......... ... � Ono ❑n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from propertylines to new structure............ ............... ..... '05� Ono ❑nla 10. Setbacks to neighboring wells and septic systems,including onsite well.... •!✓"J Ono ❑nla and septic systems(if applicable) 11. DrivewayPernut...... ... ...... ... ......... ... ..................... ......... ...... ❑no ❑nla Date: a Staff Initial• L.\SueMrningway\BtuddingTennicFORMS\Generic Cheddist doc Project Name- BP# 0 Address: 2- Building Permit Submission SFD Checklist 2-Family .All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of Queensbury Building Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ... ... yes El no Oda 2. EnergyForrn or CheckMate Energy Code Compliance Forms Complete.. [9'yes El. n./a (2 copies) 3. Energy Code Inspector's Report from Checkkdate Program...... ..;........ Dyes n no E]n/a (2 copies) 4. Septic application completelyfilted out Cif applicable).................. ...... [ yes n no n n/a 5. Solid Fuel Burning or Gas Appliance Form... ..................... ... ... ... ... .Oyes [Jno Eg-n/a 6. Electrical Inspection Form...... ... ...... ..................... ... ......... ........ 05� Ono Eln/- 7. Two(2)complete sets of structural drawing........... .................. ... ....Ql� [—]no E]n/a a) floor plan;b)foundation plan;c)cross sections:d)elevations; e)window and door schedule 8. Two(2)site plans showing location of the structure to be built, dyes Qno [Jn/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure......... ... ... ............ ..... ©ryes Ono Eln/a 10. Setbacks to neighboiing wells and septic systems,including onsite well.... � Ono On/a and septic systems (if applicable) 11. DrivewayPetmit..................... ......... .............................. ...... � Ono na/a Date: Staff Initial: L-\Suemming\N-AY\Bading.Pernir-FORMS\Genenc Checkli t.doc janw-ty28,2003 Cheek Residential Plan Review: One&Two Family Dwellings Y/N/�Z NJ {2)Full sets of plans Over 1,500 sq. ft.-Stamped Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade, 5.0 sq.ft. / 24"(h)x 20"(w)min, V 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing J Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where. Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise o Winder Run and Rise Spiral Not Allowed From 2nd Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Fall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included J Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areast� Ills? OCYK:1-- Garage Fire Separation Garage Floor Sloped Attic Access tr- Tc-1-a- 1— Roof over 30"-22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed i `I i MAP REFERENCE: MAP of LEGEND: � k BROOKVIEW ACRES IPF = IRON PIPE FOUND DATED: APRIL 19, 1965 REVISED: MAY 9, 1966 IRF = IRON ROD FOUND BY COULTER & McCORMACK LICENSED LAND SURVEYORS 1 CIRS = CAPPED IRON ROD SET CIRF = CAPPED IRON ROD FOUND i = UTILITY POLE f 13 IFF i I i CIRF 6) 4 v � 2 -5ERRY f Q 76.35 CO , I Q n IP " 12 1 A 17,617 sq.ft. 0.40 acres FOUNDATION 37.17, I IPF (BENT) r 0 0 N ° 173.g8' GATGFI ❑ N83 00 BASIN 'W IPA' 3 ❑ 1 MEREBY CERTIFY THAT TMIS MAP was PREPARED -- FROM AN ACTUAL FIELD SURVEY. VRF THIS CERTIFICATION SMALL RUN ONLY TO THE PERSONS 11 FOR WMOM THE SURVEY WAS PREPARED. AND ON THEIR IPF L ❑ BEMALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED MEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDMONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TO, DAVID MATH IPF GLENS FALLS NATIONAL BANK AND TRUCT COMPANY. IT'S 5UCgeSSORS5 AtNP/OR ASSIGNS I 0" CERTIFIED i S,, S.NYS 50135 ���. DATEDs JULY 23. 200 SEPTEMBER 4. } ,�- DUS } a et , 1003 � 'UNAUTHOMM A LICENSED LA at RWY m A suRVEY Scale 1`=30' i -s d ►OL MON OF A ORN72 LAW Map of a Survey made for rtaLAnoM a secnaM�ma sue-araaM a,OF THE NEW rant salt EWCARd LAW bNLY=mft IROM RK OWNIAL O►"OLWAv WJM M M AN CWHALOr R!WD SUIL MYM S t e v e s SEAL"ALL M m=N%HFY COMM' DAVID HATIN S- 1 ceRnFtcARoru eDlcAlto NEREa1 swnrr RIAT Rns"V"WAS PREPARED M ACCMAWC" PC D7MW=E a'PRAC"M Fat LAW"VEYORS AD = Land Surveyors M THE O MRK Salt ASSOgARCM OF P RIPARIDMAL �,�, LAW SUR%MM SAD CERTFICAI MS SMALL RUM(SLY to THE PERsoM Fat MHDM THE SURYtir B PREPARED,AND DM HIS KNAtF TO THE 7M CaaAMr.Wox NOWAL 169 Haviland Road Queensbury, New York 12804 MD`�`IMsMMMM LWO HMOK AMD Town of Queensbury, Warren County, New York '°'�' a'� 1 9-4-03 FOUNDA77ON LOCATION MAIN C-922 518 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 03214 60-3— T,4 L; fi 40 9 1 lip too 01 x ......-. ._,� '✓' 'i \,\ '� - �,. ;� A la ro V;- 0 �2 fDJA /,ov **.60 A 14"' � VE� It T— t-24 257 0 0 -too' 2. G NeR 7,.%T M A P C. CC K V I E `OA h PLANNIING, B -5CALE 00' OF THE- TOWN OF QUEENSBURY SUQVEY "AP By rook V leu)A-m V-- LICENSF-V LAWD 5ur-VF-Y0p-,I LEGEND: IPF = IRON PIPE FOUND IRF = IRON ROD FOUND CIRS = CAPPED IRON ROD SET � CIRF = CAPPED IRON ROD FOUND K S 1 co, = UTILITY POLE pUG tl� 2©l13 a sF;r 13 d3 qq PF r p4 m f AlJ� 72003 rObVfv 0r., C)r, .. -.1 or observed or believe I saw evidence of, F t�SQURY ,LO C �� .ich as haE .Ps. ,Ur:� �_ `�e:,,s ..c., '-•a;, GIRFyr f" � z6roo op 3 I Ni, E)AT� CO Co 2IP �o .v ,r 7 sq.ft. irWArrR L,vc acres IPF CBENT> CIRS , W 0 273.%, o N8-3 py.pp K, IPF 3 I ,.wpFny CERTIFY TMAT THIS MAP WAS PREPARED