The URL can be used to link to this page

2003-785 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804 5902 (51$)7618201 Community Development Building&Codes (518)761-8256 CERTIFIC...."ITOF OCCUPANCY Permit Number: P20030785 Date Issued: Monday,November 15,2004 This is to certify that work requested to be done as shown by Permit Number P20030785 has been completed. Tax Map Number: 523400-289-012-0001-005-009-0000 Location: 32 MAID MARION Way Owner: DANIEL&BARBARA BARBER Applicant: DANIEL&BARBARA BARBER This structure may be occupied as a: By Order of Town Board Garage-2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030785 Application Number: A20030785 Tax Map No: 523400-289-012-0001-005-009-0000 Permission is hereby granted to: DANWT,&BARBARA BARBER For property located at. MAID MARION Way 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: DANIEL&BARBARA BARBER 81 NOTTINGHAM Dr Garage-2 Cars Attached Single Family Dwelling $230,000.00 QUEENSBURY,NY 12804 Total Value $230,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency SHERWOOD ACRES CONSTRUCTION LOT 8 MAID MARION WAY 01JEENSBURY. NY Plans&Specifications 2003-785 1440 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $235.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, October 17,2004 (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 atthe awn o ;:: sj .4e October 17,2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement .Building Permit Application Town of Queensbury`=Dept of Community Development,742 Bay Road,Queerisbury,NY (518)761-8256 A permit must be obtained before beginning coristruction: Permit File No. No inspection will be made until applicant has received a P Pp Fee Paid valid building permit. All applicants' spaces on this Rec.Feo Paid $ � � 2 application form.application must a completed and must appear on the Reviewed B l�QG,QC Pp� Applicant: v-�l�o dP �is� �OtJ� Owner: Address: P/?f4/�A- ddress: I Phone#( -s—) _i=S /a- S�"� Phone Property Location: Lot Number: / House Numbers r / SubdivisionName:._A C'}CG z,- G 1-s Tax Map Number: New Building: residence commercial 'Estimated Market Value of.Construction: $ �i W 0 Addition: - residence/ commercial If d Alteration: sidence/ commercial an Addition,what will use of new addition be? re Q No change to exterior size: residence/com'l Q- Other work(describe ) Check I OccupancyInformation - 2' Floor Zbd Floor Other floor Total Below,. sq.ft. sq.ft. sq.ft. Square Feet Single family dwelling o Two family dwelling %02_ Q Townhouse ' �- o Multifamily dwelling #of units 0 Office 0 Mercantile Q Manufactutin a - 1 car detached garage 0 2 car detached garage 0 3 car detached garage a 1 ear attached garage 2 car attached garage 0 3 car attached garage, �*� 0 Storage building- cG! commercial ' o Storage building- r r" residential 3 What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for what? G� _ Type of Heating System- electric/ oil gas/wood / orced hot air-�baseboard/other: }' s ,l: Number of, kwja+a to be installed Number of Woodstoves to be installed List below-the person(s)responsible for supervision of work as regards to building codes: Name Address Phone:Nimiber- - Plumber 1 lit Mason Electrician 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 7/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Directo of Building ode ,an As Built&rvev by a licensed surveyor;drawn to scale,showing actual location of all new ctio Signature:, owner,owner's agent,architect,contractor - Application for Permit—Septic Disposal System Town l,of Qu' eensbuiy 742 Bay Road Queensbury,NY 12804 (519)-76 1-8256 1 OWNER INFORMATION- iceOff Use ! Location of installation: /,O. 1-7,4 4,//4 It/ I A File PeQ,.,,, 9 S I Tax Map No. A-0, 3 f�( p f Owner's Name: Ag 3 Fee Paid 1� I LIS �b,11111 ............. f Address:. 1vo' ("Op 2. INSTAL LER'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 Com utation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980- 1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes no )(11, Spa or Hot Tub Installed yes no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious MaterialDomestic Water SgMlv Flat an at what depth at what depth municz. I Rolling loam feet Steep slope clay feet e slope other if well, water supply depth: from any septic-system absorption is_ft. Percolation Test: (To be completed by licensed professional engineer or architect) other Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be d I esigned 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 Grind-,Spa or VV11irlpool.Tub. Septic Tank: 420_0 gallon(min.size 1,000 gal,) Tile Field: each trench e,D ft, Total System"Length: ZS-49 ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # I 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 ti Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7 SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note thatpursuant 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. i�n re of�reonslble person Date •rclwt, t?r (Itteell2bui-yi .+'7o1Vt:1•Y and :iY`.1vix�;c: t31:xj-)(11'h:li ttlt:lt}#t`t•. 11,itpondix C. i AI •;;UIt,I'`'1'T�t� Ij'I Ili i,,i.� c,P:1'111LA.'1'IW1N ttt�L�t,3tttrl�ll►.#�i'i':+ rF>QNtA 15ovaE G AI Cl • .i � � ��,. • Sc rx tc, ir.x tY.. MOND SIQTN • t`ttx.x.ra• - - .8a Ii�tFOItMATifl�T Ft�F.l�aktirtaxxsL��•�,.,�.,.�,�..........:;'•�� •''�::. _ _ ~- NOW OR FORMERL Y LANDS OF ROBERT J. FLANAGAN & JOAN K. FIORE LIBER 949, PAGE 25 TAX MAP: 289.08-1- 7 LOT NOW OR FORMERLY LANDS OF DAVIS J. & ELIZABETH 0 BRIEN LIBER 1129, PAGE 169 TAX MAP: 289,12-1-5. 8 CAPPED /RC ROD FOUND LOT O S 89 57'10" E 90, 00' IN N FRAME O GARAGE PA LIED DRIVEWAY' \ CABLE 1 BOX 1 ELEC. Box NOW OR FORMERLY LANDS OF LINDA E. HIGGINS LIBER 804, PAGE 295 TAX MAP: 289.08-1-6 S 8256 50" E LOT O LANDS OF BARBARA L. BARBER 1.108 ACRESf LIBER 914, PAGE 106 TAX MAP: 289,12-1-5.9 5�0 pF C 1 ROCK OOOgO RETAINING WALL �F 2aoo o o O C) O N SEP11C CONC. AREA PAD -7 :.� ELEC. METER �.. .... ..; :.,..\ 1 STORY w PAVED ., / DRIVEWAY, a FRAME FRAME Ep GARAGE HOUSE /. . \ D. BOX 0 DECK/ — NOW OR FORMERLY LANDS OF GABRIEL & OLI VIA SUTTON LIBER 1331, PAGE 153 TAX MAP: 289.08-1- 5 0 c � �I LOT 1a NOW OR FORMERLY LANDS OF ROBERT J. & SUZANNE M. SCHEIDEGGER LIBER 1301, PAGE 241 OIL FILL PIPE , TAX MAP: 289.12-1-5.10 PR I OIV r O SMALL 0 0 [FRAME CHERRYAGE O SMALL MAPLE a I I .A SMALL J PAVED ASH DRILLED 3 LDRIVE-WAY % S> SMALL WELL SO ) CHERRY 2 S`306, CAPPED I R r 4y7 2�? 8J IRON ROD FOUND 1 ..._y CATCHN \ _ e\ � 6AS;NS — DEED REFERENCE BARBARA E. TOMMEY TO BARBARA L. BARBER DTD. MAY 6, 1994 RCD. MA Y 10, 1994 LIBER 914, PAGE 106 IJAO DCl/l C'C-l. SEPTEMBER 16, 2004 TO SHOW LOCATION OF DRILLED WELL AND OTHER SITE IMPROVEMENTS. TAX MAP REFERENCE SECTION 289.12, BLOCK 1, PARCEL 5.9 o WELL MAP I CAPPED IRON ROD FOUND _\` OF LANDS OF BARBARA L. BARBER BEING LOT 9 OF LOXLEY KNOLL SUBDIVISION Sl TUA TED IN MAP REFERENCE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK "MAP OF A SUBDIVISION OF LANDS OF SCALE.' 1 = 50' MARCH 22, 2004 BARBARA L. BARBER TO BE KNOWN AS LOXLEY KNOLL," MADE BY COULTER & McCORMACK, LICENSED LAND SURVEYORS, SURREY &MAP BY DATED MAY 25, 1994, AND FILED IN THE ;..?.. WARREN COUNTY CLERK'S OFFICE ON or N DONALD L. PIDGEON Jr. MAY 17, 1995 AS MAP # 71, PLAT B49. �, , is LICENSED LAND SURVEYOR * �I N.Y.S. LICENSE NO. 5OJ72 16 MICHAEL ROAD j FORT EDWARD, NEW YORK 12828 ONLY COPIES MADE FROM THE ORIGINAL OF THIS UNAUTHORIZED ALTERATION OR ADDITION—°" y{' SURVEY OFTHE MARKED LAND SURVEYORSSEALITORIGINALH AN ANDBEARING THE TO A SURVEY PBEARING LICENSED LAND SURVEYORSSEALIS A VIOL TON OSfl312 (518) 792-4146 SURVEYORS ORIGINAL SIGNATURE IN RED INK, SHALL OF SECTION 7209 SUBDIVISION 2, OF /� BE CONSIDERED TO BE VALID AND TRUE COPIES. THE NEW YORK STATE EDUCATION LAW. Q-102-9-2 74-2 13.-x3r IPc>;acl TNT-V- 12804 Final Survey Plot Pian survey tins beers received by tla4-- ")Queensbury Building & Code Enforcement - Re 'd nti 'nal Inspection ,,lice No. (518)761-8256 Arrive: am/p D ar pm Date Inspection request r ceived: Inspector's Initi Is: r NAME: MIT#: LOCATION: ATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Com lete Guard 30 in.or more P,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 Enclosed Stairs Sheetrock Underside minimum ''/z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill 2late 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 Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safet lazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 1 �ti Garage Floor Pitched C/fir Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly i Gas Logs in Sealed or Glass Enclosure Attic access 34 in.x 22 in.x 34 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s .ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Builf Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary1 Permanent L:\PamW\Buiiding&Codes\Inspection Forms\Res. Final Insv /docLast printed 2/12/04 r Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/p epart:� �'am/pm Date Inspection request received: O' _ Inspector's Initials: NAME: '' Q � Yx�� .- PERMIT#: 3 LOCATION: DATE: o G TYPE-OF STRUCTURE: Comments Y _ N/A 6;67re-p , Chimney Ht./"B"Vent/Direct Vent Location Nu Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more a)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 �j 1 Interior Handrails stairs 2 or more risers �11+✓5�q'(.L �� _�� "'' ��G✓ �� 1 Enclosed Stairs Sheetrock Underside minimum '/2" !,�.• ,� Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate 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 / Low water shut-off boiler A-V Relief Valves installed/Heat Trap/Water Temp, 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safe lzin /Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/1/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"acce , I s . ft:150 s . ft.vents Building No./Addre visi e fr m r d Final Electrical 10 Site Plan /Varia'ncelrequittd Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codesllnsvection Forms\Res.Final Inst3. form 2.docLast minted 2/12/04 COMMONWEALTH ELECTMCAL INSPECTION SERVICE, INC. Main Office 176 Doe Run Road • Manheim, PA 17545 MUNICIPAL CERTIFICATE i ELECTRICAL APPROVAL 85-992 Cut-in Card�o+#Nll,ilee,iileHli,lRi\,RH1► ,f Permit No, +/!!„!1,#\/I,HIle1lille/leelliflie,\ie�e 11f►►1�WtI�y1 �11 "+� *�f• +\\ffflfff+#\\,f! #R #!!\ii}11i1i1Rii11l//lffllRlRifi\ iif\f}lfil,Iii\;,ff n\Rff\ffnRi#lliliil,lr,f\\\f\ffnrs\ffffffR\ufff}ffi+\RR}RR n!} }N!1!1 fell of Locatioi}�' �/ n .. fffrli,lei, IIIIH\ii,,ill,N,flfq,N,\rNf,\u\,sill,,,lifilf/�k&4 l„f1\;rf.fNf.f,iel+,rr„+e„i\,fflrf,u\ff\rff uffff.ufs\sff ,fu+lffRNf#!HlliilN Installation Consistingof �j oe \fi\Hf.fffff ii\+!#+f,„ilNif!! If F�Jf„\\f,lp„ii,lf!l,ii,,Hf„iff 6 rZ610 \,. fH .1,\+\,\ff\f,N\t\ ; iN,+ell,i,te+! iff11\fie, stNs!#,#! HYostlilf,f •if fRl,f }s flfi• 1 Rfe}uf Irl/lf,fleliRNe1 If r •u i e111ee1fllffle,leifRffR\\R ifs +ff Rf+f Yif ,Ifeefllle1111RN /!Heil! C er1,e 11l N#frui,f;\\\,f f \\u f +\!f\ellRf i, , Rflif.f f,..fff.f.f.... fffi144109 n,\\\too\f„f\i f\i rfi 61128441446244641144 # IilrgihilHffu,f.ffrusffffff• rim InstalledBy,,,,,,,,,, \iN lfHi,!!„Riff!,\\, Ri}H\,f\ii\�f fi , frif;\\\f\f\ifif\f\f,i f Lie. i'7/! er,r\•ru,rffa\\\.Turf\f\\\•ufrsf\f\sfgfu/eel, 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 he promptly made for inspection, Inspectors of this Company shall have the privilege of makin pections at any time, and if its rules are violated, the Company shall have the right t r oke,this ti icate 6 yu�11 Date,f}iffffnf++n+fffsfi+lfff fN.lfllfl„„!ii\N\ INSPECTOR ul,fllffsNffrffrrrusffftf+!#fs+fi„+11l1,„fRlf.fll,,Ip„i,f,\,\\uflu\u\M\,\!f„!,\i!i Member N,F'ePiA\,1+AZ11 �XO/3 "//V Septic Inspection Report Office No. (518)761-8256 DateInspection request received: '5 0 00 Queensbury Building&Code Enforcement Arrive: a epartV: am/pm .tM!�742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. NAME: AfYL PERMIT NO.: LOCATION: INSPECT ON: 5,119104 RECHECK: fly, Comments and/or diagram Soil Type(San Loam/ Type of W-a r/Well Water Waterline separation distAQ_e Well separation distance ft. Other wells: ft. Absorption Field: Total length Length of each trench Depth of trenches Size of Stone /-j to 14. O6Z, 7 -Seepage Pits: Number Size: x Stone Size: Piping Siz9t Type. Building to tank G19 7V V Tank to DistributidS Box Sh Distribution Boxy to ie d Pit Opening Sealed Y JNI Partial 4?L) Location/Separations Foundation to tank —U ft. Foundation to absorption ft. Separation of Pits ft. L Conforms as_per Plot Plan VY N Location of System on Property: Front ear Left Side Right Side Middle FQrnt Middle Rear System Use Status- proved Pa !7rfial Approved and needs to be re-inspected,please call the'Building&Codes Office Disapproved L:'4SueHemingway\13uilding.Codes.Inspection,FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 411Q,/P6 . e amlpm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: NAME: mz G6-,(Z, PERMIT NO.: 03 LOCATION: kA 100 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. Other wells: ft. AbsoEption Field: Total length Length of each trench ft. ...Depth of trenches ft. Size of Stone Seepage Pits: 'Number Size: x Stone Size: I Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y/NI Partial Location/Separations Foundation to tank Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Fro Middle Rear ;att" System Use St s: Approved pproved Partial Approved and needs to be re-inspected,please call the'Building&Codes Office Disapproved LASuelierningway\Building.Cod es,Inspection.FORMS\Sep tic Inspection'xeport.doe January 28,2003 Framing/ Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: amt�_ part: am/pm 742 Bay Road,Queensbury,NY 1.2804 Inspector's Initials: NAME: V-6 inn PERMIT 44,.1 03-761 LOCATION: INSPECT ON: -7, /7-6 TYPE OF STRUCTURE: Y N N/A COMMENTS 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 36 in. or more Headroom 6 ft, 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(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 Zre wall 2, 3,4 hour V FirestoppingY Penetration scaled 16 inch insulation in cavity min. A ow—A6 Garage Fire Separation House side V2inch 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 LASueHerningway\I3ui1ding.Codcs.Inspection.FORMSTrarning Firestopping Inspection Report.doe January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ m epart: am/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS 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 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 Bolts Ac�A c 6 ft. or less on center hor ,Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall,2, 3,4 hour Wirestopping V 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 sf above below grade 5.0 sf grade L:\SucHemingway\Building.Codes.Inspection,FORMST-raming Firesto pping 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: 'pWe �: /�s: pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: S 3,NAME- 7 ' -- PERMIT #: LOCATION: INSPECT ON: I � TYPE OF STRU T-U- R'E- Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulfiftion/Residential Check/Commercial Chect, 0) Pr er Vent,Attic Vent uct/Hot Water Piping Insulation —Ifrequired-Ahheated spaces Combustion Air Supply for Furnace act,work se /7 COMMENTS: L:\SueHeiningway\Building.Codes.hispection.FORMS\Rough Plumbing Insulation Repoil.doc November]7,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: IL14 340 Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm' 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME:—I NUd N PERMIT #: - -2003- 725 LOCATION-59, INSPECT ON11911)4 /-3-06 TYPE OF STRUCTURE: 5 F-D Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and 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 No duct tape COMMENTS: L:\SueHemingway\Building.CGdes.Inspection.FORMS\Rough Plumbing Insulation Repoil.doc November l7,2003 4 A zji�f Rough Plumbing / In' sulation Inspection Report Office No. (518)761-8256 Date Inspection request received: 9 'gym. -aJ Queensbury Building&Code Enforcement Arrive: am/pin Depart: (to am:/ m_ 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: Cr INSPECT ON: 9 119,1()4 TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain 1 Vents Cast Iron, Copper Drain/Vent I Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest .connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family q6guladon I Residential Check/Commercial Check AC Yf6p6r- Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace ,ffuct work sealed properlyI No duct tape V L:\SueHeiningway\Building.Codes.inspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date.Inspection request received: Jc- t�ta.- Queensbury Building& Code Enforcement Arrive: am/p �Qepart: m/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: a NAME: PERMIT#: �C> LOCATION: nahum, INSPECT ON: TYPE OF STRUCTURE: -5 ?� 3.to Y N N/A COMMENTS _raining � 0� 6V6-l/ Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.G. 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 Fire separation 1, 2, 3 hour F re wall 2, 3,4 hour w° irestopping ._ , Penetration sealed �•� 16 inch insulation in cavity min. W Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueFleming-,vay\Building.Codes.Inspection.FQRMS\Framing Firestopping Inspection Report.doc January 28,2003 1PIRough Plumbing1 Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: — Queensbury Building&Code Enforcement Arrive: am/ rt: '47 I/Vam/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME PERMIT #: LOCATION: )(kr INSPECT ON: TYPE OF STRUCTURE: 11 321( Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % 'inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction LS Water SU/Pply Piping 2tion per Commercialer,CPVC,Pex One and Two-Famil� /Residential Check Commercial Check Piioipir Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Dai(ct work sealed.properly No duct tape � df r OMMEr4TS: L:\SueHeiningway\Building.Codes.Inspectibn.FORMS\Rough Plumbing Insulation Report.doc November]7,2003 -1-4-11 J i 1 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: ('1 O Queensbury Building&Code Enforcement Arrive: am/ m epart: 2, ! 6/pm 742 Bay Road, Queensbury,N 1.2804 Inspector's Initials: } 4 t Y' NAME: PERMIT#: C�16 -3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: N 'N/A COMMENTS _timing - a(� Uri�" Jac 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 V2(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 wall"2, 3,4 hour �- Firestoppiiig A 'r— -5S Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X �� 5 Garage side 5/8 inch Type X Imo�� DC'�- , Lo CA�Yto-A Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above I below grade 5.0 sf grade L:\,Suesleraingway\Building.Codes.Inspection. ORMS\F'rasning Firestopping Inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (51-8)761-8256 Date Inspection req st ecei d- r Queensbury Building&Code Enforcement Arrive: a pm epart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: it� L P, #: � f �r LOCATION: PECT ON: TYPE OF STRUCTURE: Comments Y N N/A ootings rers 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/Waterproofirg 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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection requestreceived: Queensbury Building&Code Enforcement Arrive: am/PnA Depart: m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: �j�. - � PERMIT#: v �5 v LOCATION: V3 cp— ezl /V 11 LrI^-�SPECT ON: f, a� TYPE OF STRUCTURE: `" ' Com e is ---�� Y N N/A � F:ootin Piers Monolithic Slab Reinforcement in-Place / The contractor is responsible providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place r Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backf ll Approval , Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\.5ueHeniingwaylBuilding.Codes,lnspection.FORMS\Foundation Inspection Report.doc January 28,2003 14 Framing Firestoppling Inspection Report Office No.(5 18)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _arn/pm pm V 742 Bay Road, Queensbuiy,NY 12804 Inspector's Initials NAME: PERMIT#: :LOCATIO INSPECT ON: N 12�, UI-C'S2 \X\-a. TYPE OF STR.UCW. Y N N/A M . COMENTS Framing Jack Studs Headers Bracing 1 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 I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anc .Bolts 6 ft. or less on center k-5e 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'sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection,.FORMS\Framing Fires topping topping Inspection Report.doc January 28,2003 ' l Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: b Queensbury Building&Code Enforcement Arrive: am'/p ' Depart:� ., � t am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:., ( � NAME: � C\ PERMIT#: _ LOCATION: ;2 r, INSPECT ON: — — TYPE OF STRUCTURE: —� Comments Y N N/A Footings Piers Monolithic Slab Rei orcement 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 Dampproofmg/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:\SueHerningway\Building.Codes.Inspection.FORibIS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: ' m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: 56 NAME: PERMIT#: 0,S' LOCATION: C, n INSPECT ON: TYPE OF STRUCTURE: S � Camme is Y N N/A Footings Piers Monol" is Slab nforcement in Place 2� The contractor is responsible ofor 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: 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:1SueHen-iingway\BuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Z" AA1 Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ t e ed: Queensbury Building&Code Enforcement Arrive: a Depart: 742 Bay Rd,,Queensbuiy,NY 12804 Inspector's Initials NAME: 44W' P IT#: NF7 LOCATION: SPECT ON: /(,00 �Lvu 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 Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab -B-N-ETS-111 Xb-orov-a'N Islil-e/&Z, � V/- Plumbing Under Slab PVC/Cast/Copper IOUdation Insulation Interior/Exterior n R- Rough Grade 6 inch drop within 10 ft.' L:\Sueliemingway\Building.Codes.Inspection,FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received AbJ,,)'C),, pUb.3 Queensbury Building&Code Enforcement Arrive: a am/pm Zjp� Depart: 742'Bay Rd., Queensbury,NY 12804 Ins e to Initials:,jZ c r s NAME: PERMIT#: LOCATION: a 1�A-440P U&#,( 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 (-��orcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC 7 Cast Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Reportdoc; January 28,2003 Foundation Inspection Report Office No. (5 18)761-825 6 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: !am/ eparf&yp D 4 am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments N N/A otin gs 0 Piers Monolithic Slab I .......... Reinforcement in Place 4.;l k�J-U7 The contractor is responsible fo 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: 12 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:\SueHen-dngway\Building.Codcs.Inspection.FORMS\Foundafion Inspection Reportdoc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Iris ection re ec ive 'o Queensbury Building&Code Enforcement Arrive: "D Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Thit' NAME: RMrIT#h. LOCATION: INSPECT ON: TYPE OF STRUCTURE: 4:Z)'K— V-) Comments Footings I Y N N/A \ Comments 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/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Bac?ll Approval ePlumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suellemingway\Building,Codes.Inspection,FORMS\Foundati.on Inspection Repomdoc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection reque re d: Queensbury Building&Code Enforcement Arrive: a Depart: 742 Bay Rd., Queenshury,NY 12804 Inspector's Initial, NAME: RMlT#: 2-10c,3 _7185— LOCATION: KA K) tA Pk V-Ao t� Q- INSPECT ON: 11 TYPE OF STRUCTURE: 2- clp� CAppq�,r— 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 Dampproofmg IJ Foundation/Waterproofing ,f Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 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:\SueHemingway\Building,Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Framing 1 Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request 6h k*3 Queensbury Building&Code Enforcement Arrive: '.1 a 742 Bay Road,Queensbury,NY 1.2804 Inspector s Inii s: NAME: 13 1}r PERMIT#: �7 LOCATION: Y0-14, nm fv;, 6C INSPECT ON: 0 T TYPE OF STRUCTURE: Y 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 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft. or less on center lee 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 Vz inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall - Windows Habitable Space f Bedrooms 24 in. (H) 20 in. (W) 5.7'sf above/below grade 5.0 sf grade LASuel-lerningway\Building.Codes.Inspection.17ORMSTraming Firestopping Inspection Report.doe January 28,2003 Framing Firestopping Inspection Report Office No. (518)761-8256 Date g,,ction request V p1j Arrive: ep b6 T:7_� Queensbury Building&Code Enforcementf:n 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initial que, receiv� a NAME: PERMIT#: L LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y IN LE&J. CONMENTS \7 Jack Studs Headers Bracing Bridging Joist hangers Jaci 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 Y2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft, or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration scaled 16 inch insulation in cavi!y 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 LASuellerningway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re u re e Queensbury Building&Code Enforcement Arrive: 0 1., a m Depart: tiv-64, m 742 Bay Rd., Queensbury,NY 12804 Inspector's iti s: NAME: y J RNMIT#: 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 okhe 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: 12 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\SueHen-dngway\Building.Codes.hispection.FOIWS\Foundation Inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ r ei a: Queensbury Building&Code Enforcement Arrive: a pm epart: V"c>c> ain -1 742 Bay Rd.,Queensbury,NY 12804 Inspector's Init' is- 3 NAME: L-7\-Y-\ Vg)c'-'A3�- ERMIT#: LOCATION: A SPECT ON: TYPE OF STRUCTURE: Comments N N/A Footings Piers L -7DT F?-�k 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: 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:\SueHen-dngway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 BP# Project Name:JA Address: �ONI Or A - CO Building Permit Submission Checklist Multiple Dwelling Commercial Projects 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... ...... ......... .................... JNyes []no Eln/a 2. Energ7Forrn or Checlddate Energy Gc)de Gc)n*&nce Forms Complete...�R "- nno [:In/a (submit 2 copies) 3. Energy Code Inspector's Report from Checkmate Program.............. Ono E]n/a (submit 2 copies) 4. Septic application completely filled out(if applicable)..................... s Duo On./a 5. Electrical Inspection Form......... ..... ... ........................ ........ yes Duo E)n/a es 6, Two(2)sets of plans showing the following:... ...... ... ...................... _SWQ Ono On/a 6a. Floor plan(s)... ........................ ...... ............ ............... Flyes Flno On/a 6b. Foundation plan.................. ... ... ............ ... .................. ..Oyes Ono Eln/a 6c. Cross section(s)......... ......... ... ........................................Dyes Duo Dn/a aElevations ................................. ........ ................ Dyes E1110 On/a 6e. Design loads including floor,snow load,and wind load....... Dyes ono E]n/a 6f. seismic design(required after Jan. 1,2003)..............I............ Elyes Ono Eln/a 6g. plans signed by registered architect or engineer,signed.......... Dyes Ono F]n/a and sealed by a registered architect or engineer 6h. Window and door schedule............... .......... ... ......... ...... Dyes Ono On/a 7. Two(1)site plans showing location of the structure to,be built,......... Dyes Ono E]n/a location of well or water lines,location of septic system or sewer line with all setbacks and separation distances shown,and all improvements to the property. 8. Solid Fuel Burning or Gas Appliance Form(if applicable)................ Dyes n/a 9. DrivewayPertnit....... .................... ......... ............ ... ............. Duo On/a Date: Staff IrdtiaL L..\Suclienungway\Buiding.Perrf�t.FORMS\Geactic Checkfist.doc January 28,2003 �r Check Residential Plan Review: One&Two Family Dwellings -Y/N/ /A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans t _- ' Flooia.Loads ______ 74 Ground,Snow I od 'Sle p Areas ancthcs 3U psf "Calculations: J 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. <- 'J 44"Max.Height above floor Residential Check Paperwork-Compliance and Inspectors Checklist: OK Af aYnpprng/'Waterproofing Materials On Plans i Foundation Drainage On Plans,if required 6"Drop in l`0'�xtenor Gra e. Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' r Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls �Plai�orms At E�tenor � oors fairway Headroom b' 8' A11Stairs 36"Width . Staii,Run acid Rise u - Winder Run and Rise Ar � Spiral Not Allowed From 2"d Story a Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance 11 Width,36"min. 4 f Handrails More Than One Riser On Open Sides 1 kailina and Guards>30"/Basemeni Stairs Included/Clasen it—'sers Vlore an 4"m It s Safety GlazingNo of s Foor Required.Areas y =yaage Fire Separation : -- � . ",41 ,• Garage Floor Sloped ze ccess .. nixes f'. ►'�- Roof over 3`0" 22"x 30"/Crawl Spaces 1$ x feAccess Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed RECE Job Site Address: Date: ° Srp 7 2003 Qwli4. �` �pplicaCi-No. File No. TOWN OF QUEENSBURY RIDING CODE A WINDOW SCHEDULE Q � " � �i"s x C ' , � �"t �"} ��g�„"�"l e�'��,�A�"f t�'t�� 9�d1t�� 'C+l S„' t�. �1 i�r•�;7jJ.'�ii+,t, yx�'1 w. e«�..•'a".'{`iw' ,ssV�,�,''.��r°�'�a�'cz: a9` .w�'r,'�Y+Av��iiiAAB:?W ,tu�;;, �,Gaw'm+��.}Z1'..,�i n .e(.:`u+�rlcn .•.A�,."i;:: Window Window Mfg, Window Unit or .; ;4Q ET^ 5T ;Q,Fs`,. dear Cei}r Special Hardware aQ Number or Name Model Staakpn� lenazig Olassltstbt �esslle Qp� ng Opeailelt� Instructions +AyAp"4A. + yi" s t ti7 1 t7ti "FF k. a w t a " y 4 y A Ka Letter on Or Type Number :Vtd�t? ig13`r�t '� t Crentg'Y ��dtin SGhes ,t'1�! i,� ! fps` ZAN PlanA ( Call Size ♦ � y 4 ytt( k � m, �� r4 5q �y.`5gtte� G�4 f ' �.. �ti 1` A �P k � ya.A,x �'�rtl.�y_.tP* x(82�91 �C: ��w. ,n.:,�a�r°��.AC,o y,,,�., �; ,,;i�6G'N,Y,: ... •. 10,46 ,� ,� �' �` �� gV, Q 1 C-a 3s, fln 3r • � r l 1 Q -THIS LINEHAS EXAMPLES-OF SAMPLE' ENTRIES '�JJt .7f �A AXU E/'�(16 C��bbJr �� a n w ;•V! R a"' t.. �,•9iLV "}'� i ''sr�bN'V47�1a?Ju'N. Tempered ! "` b 7 !V �•. 1,` x�i t7•,, a'., M1 N n;, Jet"F� wt� ¢'f �*�•y„W6 ✓Y �N�t "� � f: �+ i itt t.t t h} C rt L �" + t 1�a`Y to, f��(}y1aiat�' Uf ,, Glazing y b k"'�..A �}` ;J `a i�r,h w", ,dwS^. �"�f+ AZ J fkd° r t � >ti• k"i per., �}`� as �Xr• w' � � t+f A u,. $�'"�s �,',�R i � ��•d i �t��""' t* ��1� ,1 t,�ii:�,"�}f(�w,� .'�iv`,'�zG'�k ��'n�'5i"{', s�t i�.�k.r"�'+T.��.,�ad. .M��i��lJa'��." dt`x}� .t.y�,�-.•�"' � .o'h'" wf'��H "�YC�,'iir�'r glt�!', '"` ' ty , d L,1SueHeminpaylBuilding,Permit.FORMS1Window Sehedule.doc Job Site Address. Date; , Owner. Application No. File No. 7003 TOWN OF �� Building Permit- Calculation Sheet BUILDINGA►ND u Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req,Vent Actual Sq,Ft. Remarks Room Room 8%of Room Light. 4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage ' Feet s'R za,�, o /v�yYIJ a /3dP r w ' R L.1 UcHemingway\Building.Permit.FORMSWat.Light.Ventil.Calculation.Sheet.doc "' ECENEDy) S E P 7 it u ber ,� TOWN OF QL I MECchec4 Compliance Report BUILDING huukud By/DateV Proposed New York State Energy Conservation Construct n Code MECcheck Software Version 3.3 Release lb Data filename:CQrogram,Files\Check\NMCcheck\Untitled.cck TITLE:New home COUNTY:Albany STATE:New York HDD:'6894 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric A .09/17/03 � OF PLANS:9 16 03 PJECT,INFORMATION: ion W COMPANY FORMATION: Sherwood Acres Corp COMPLIANCE:Passes Maximum UA=365 Your Home=318 12.9%Better Than Code Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value- U Factor UA Ceiling 1:Cathedral Ceiling(no attic) 1056 30.0 0.0 36 Ceiling 2:Flat Ceiling or Scissor.Truss 768 3840 0.0 22 Metal Frame,-with.Thefmal Break,'Double Pane Low-E, 22 0.480 11 11,,Wal' a 6"o.c. 2259 19.0 0.0 133 Door I:-Solid 18 2.000 36 18 2.000 36 Basement'Wall 7: Solid--C-6ncfete-orMasonry, 10.0'ht/8.0'bg/8.0'-inesuI 840 19.0 0.0 44 Fftrn' Forced Hot Air,78 AFUE C COMPLIANCE STATEMENT: The proposed building represented in this d6�dment is consistent with the building plans,specifications,and,other calculations submitted with this permit application. The proposed systems have been designed to meet Proposed Yor State Energy Conservation Construction Cade requirements. Builder/Designer Date I C MECcheck Inspection Checklist Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release'lb DATE:09/17/03 TITLE:New home Bldg. I Dept. Use Ceilings: 1. Ceiling 1:Cathedral Ceiling(no attic),R-30.0 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-19.0 cavity insulation Comments: ,Basement Walls: 1. Basement Wall 7: Solid Concrete or Masonry, 10.0'ht/8.0'bg/8.0'insul, R-19.0 cavity insulation Comments: I. Skylights: 1. Skylight 1:Metal Frame with Thermal Break,Double Pane with Low-E,U-factor:0.480 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: 1. Door 1:Solid,U-factor:2.000 Comments: 2. Door 2:Solid,U-factor:2.000 Comments: Heating and Cooling Equipment: 1. Furnace 1:Forced Hot Air,78 AFUE 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 Type IC rated and installed with no penetrations,or Type IC or non-IC rated installed inside an appropriate air-tight assemblywith a 0.5"clearance from combustible materials and 3"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 equiipment must be installed in accordance with the manufacturer's installation instructions 'A [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R 8. [ ] Return ducts in unconditioned attics or outside the building must l e insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R 8. [ ] ( Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics [ (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. I Exception:Continuously welded and locking-type longitudinal joints and seams on ducts j operating at less than 2 in.w.g.(500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] ( Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I I Temperature Controls: [ ] ( Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction j provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I I 'Service,Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] ( Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] ( Insulate circulating hot water pipes to the levels in Table 1. ( " I Swimming Pools: [ ] ( All heated swimming pools must have an on/off heater switch and require a cover unless over 20°l0 I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I He and Cooling Piping Insulation: [ ] { HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the "levels in Table 2. c ' 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 Fl U_ to o 1" Up,to 1.25" Es'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 HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts I"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 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) ill [ have seen or all oblec observe shown is such as houses', or behove /saw aerso on this document ' wells, treeS, fe evjdence of, R E C��V E D nail y easured the l also repreSe aces, etc., disc nceS set forth tha ve SEA 17 2003 he e TOWN OF QUEENSBURY BUILDJlNJC, ,:ND,CCDE W l 0 V 40 CC 4� X . c�,.