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2003-079
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030079 Application Number: A20030079 Tax Map No: 523400-301-014-0002-018-000-0000 Permission is hereby granted to: VASILIOU MICHAF,L J INC For property located at: 91 MC ECHRON Ln 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: VASILIOU MICHAEL J INC T 23 SUNNY WEST Ln Fireplace Garage-2 Cars Attached LAKE GEORGE, NY 12845-0000 Single Family Dwelling $165,000.00 Total Value $165,000.00 Contractor or Badei s Name /Address Electrical Inspection Agency VASILIOU. MICHAEL J INC. 14 STONE PINE LA Oi JF,F.NSRi JRY NY Plans &Specifications 2003-079 LOT#18 HSE #91 MCECHRON LANE 2083 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $298.36 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, April 18,2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the of QuegAsbury; F iday, April 18, 2003 SIGNED BY for the Town of Queensbury. Director of Building&Co e Enforcement O O N e ~ a o aw � « O O o OD x 14 � 3 4) A 00 V Ln z V u v •� o cq W 0 en � c� v Oo N •q N z �x �' o d � U b �D di Gn CA ON vH � cc M o� ^ N O u N bD a/ v v ¢ a z V z o o 4L) � a R; N .c H Building Permit Application Town of Queensbury-Dept of Community Development, 742 Bay Road, Queensbury,NIR E^r(,�C CC D (518)761-8256 LOII A permit must be obtained before beginning construction. Permit File No.T$ ING No inspection will be made until applicant has received a Fee Paid EWBURY valid building permit. All applicants' spaces on this Rec.Fee Paid !► D CODE. application must be completed and must appear on the Reviewed By: application form. Applicant: 11p94:N7- g�jUOLf,�yC,Owner: Address: /5/�S'Ton6I�>i'/E di-/E Address: Phone#(�/ 719e- 92 7/ Phone# - Email Address: Email Address: Property Location: Lot Number: O/ House Number Subdivision Name: ezce liE Tax Map Number: O New Building: residence /commercial Estimated Market Value of Construction: $ /6S 04W. b O ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial o No change to exterior size: residence/com'1 ❑ Other work(describe ) Check OccupancyInformation 1' Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Vf/ llin Single family dweg ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units ❑ Office ❑ Mercantile ❑ Manufacturing ❑ 1 car detached garage o 2 car detached garage ❑ 3 car detached garage o, 1 car attached garage Y 2 car attached garage EY ❑ 3 car attached garage ❑ Storage building- commercial o Storage building- residential o 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 /P wood forced hot air baseboard/othet: Number of Fireplaces 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 Number Builder £ Plumber A Z..ttrh %'I —�9- Mason 0>.JR '"Y E- Electrician LzGe I 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 I/we 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 Built Survev by a licensed surveyor;drawn to scale,showing actual location of all eJ v us cti Signature: , Y Pk r,owner's agent,architect,contractor Application for Permit—Septic Disposal System RECEIVED Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 14AR 14 1003 1. OWNER INFORMATION: i� TOV46M ENSBURY Location of installation: /�z/�/G'6-cmgOA? _ BUILDING AND CODE Tax Map No&_L/L[/�/��' File Permit Noej� C Owner's Name: L1 i I. Fee PaidON Address: 2. INSTALLER'S NAME PHONE NO. D2.2 g 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 Bedrggms x C2=utation = Total Daily Flow 1980 or older x . 150 gallbdrin = 1980— 1991 x 130 pVbdrm = 1991 —present x 110gaUbdrm = �. Garbage Grinder Installed yes_ / no Spa or Whirlpool Installed yes_ / no _ 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Tonogral2hyi N reGrourid Water Bedrock or Inwervious Material— Water Flat at what depth at what depth municipal s Rolling cam feet _____feet we Steep slope clay if well;water supply slope other n from any septic system depth:_ tF-d tti t absorption is_fi. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New onetruction: 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: /,,LSD gallon (min. size 1,000 gal.) Tile Field: each trench CJ 2 ft. Total System Length: Seepage Pit(s): number of d^ size of each: fi. 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 ageatcy. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsi arson Date Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel &vented gas appliances //ll Date 7 - , 20 C Permit No. V Application is hereby made to the Building& Codes Office for the issuance of a Building and se Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name:/ is° t�r1�Il �/l T Stove: wood coal pellet gas - Fireplace insert 7,Address Jji/ Fireplace, factory-built: wood (ga� c ,i f rt f Fireplace;masonry: wood gas Furnace: wood gas oil Phone: l/ If non-masonary applicance,please provide Owner: ,LJ -'-r Manufacturer Name: =tI7 _ - )G lr Address: Model Number:, LC Chimney Information Phone: (circle appropriate words) Masonry block brick stone Fhie file steel size: inches Exact Address: /" '1 �^/�4/ / of cpfistiuctlinorinstallation Factory-Built Manufacturer name: Model Number: Note: Listed By: Number: Construction/Installation must E,' conform to NYS Fire Prevention&Building indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall / hrsulated / Direct venting Chimney Liner �1aerhier'iaDepaz'ta��eut-Tv etrva:of.Que�arsbury, 1N's3�-Yorlr Fire Marshal Code N $Collected S Refunded Received from(refunded to): /. < j A 173 3389 (190) Public Safety D nr(r(ress: A 233 2655 (230)Minor Sales DATE: hi�n.nxwea—PT ww tii(vete oa .. . White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink R Goldenrod(Cashier's Dept.) &D -c 7 j ENERGY CODE.COMPLIANCE APPLICATIO TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS RFOFIVED Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwellings (only) !4R Part 6*- Thermal Rating—Component trade Offs 1&2 Family Dvfdk gOF QUEENSBURY Multi-Family Dwellings(3 Stories or less) "_'! n!�!r_ a h I M��nE Part 4*-Design by Component Performance, Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT'S NAME: PROPERTY LOCATION: PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- square feet 2. Type of heat- Electric . /—Oil V Gas Other 3. Is building mechanically cooled? y yes No / 4. Percentage of area of windows and doors Over 17% V Under 17% . 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R VALUES AS SHOWN ON PLANS SUBMITTED: a. Roof R b. Exterior walls R C. Glazed areas R d. Exterior doors R n e. Floors over unheated spaces R f. Edge of slab on grade(heated building) R )j g. Basement/cellar walls (above grade) R h. Basement/cellar walls (below grade) R i. Heating/cooling-ducts-piping in unheated space R 6. Service (domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED cant' Signa Date Phone N ber INSPECTOR'S REMARKS: rtpr iu uu ue: 19p Michael J. vasiliou 518-793- 1920 p, 2 03 )27 Pcrnit NumbcT MECcheek Compliance Report Checked By/Date Proposed New York State Energy Conservation Construction Code MECcheck Sollwtue Version 3.3 Release I Data flcaemc:C:1Program FiWe CheckVAFCcheck\Saceo Ii.eck TITLE:The Sacco IT Residence COUNTY. Warren STATE:New York HUD: 7635 CONSTRUCTION TYPE:Detached 1 cr 2 Family HEATING TYPE:Non-Elecuic DATE:04✓17/03 DATE OF PLANS:3/12103 COMPANY INFORMATION: Michael 1.Vasilou Builders,Inc. COMPLIANCE:Passes Maximum UA=51 t Your Home-448 12.3%Better Than Code Gross GUzina Area or Cavity ConL or Door Perimeter --Value R-Vaiu- U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 840 38.0 0.0 25 Ceiling 2:Flat Ceiling or Scissor Truss 55 38.0 0.0 2 Ceiling 3:Flat Ceiling or Scissor Truss 264 19.0 14.0 8 Wall l:Wood Frame, 16"o.c. 10 21.0 0.0 1 Wall 2:Wood Frame,16"ox, 28 21.0 0.0 1 Window 1:Wood Frame,Double Pane 10 0.500 5 Wall 3:Wood Frame, 16"o.c. 50 21.0 0.0 2 Window 2: Wood Frame,Double Pane 14 0.500 7 Well4:Wood Frame, 16"o.c. 28 21.0 0.0 1 Window 3:Wood Frame,Double Pane 10 0.500 5 Wall 5:Wood Frame, 16"o.c. 50 21.0 0.0 3 Wall 6:Wood Frame, 16"o.c. l88 21.0 0.0 7 Window 4:Wood Frame,Double Pane 14 0.500 7 Window 5.Wood Frame,Double Pane 14 0.500 7 Door I: Solid 33 0.400 13 Wall 7:Wood Frame, 16"ox, 258 21.0 0.0 13 Window 6:Wood Frame_Double.Pane 1 1 0.500 6 Window 7: Wood Frame,Double Pane 11 0.500 6 Wall 8: Wood Frame, 16"ox. 159 21.0 0.0 7 Window 8:Wood Frame,Double Pane 40 0.500 20 6I0fn c�rE-rare c.-c,n„ Alor 18 03 02: 20p Michael J. Vasiliou 510-793-1920 p, 3 Wall 9:Wood Frame. 16"o.c. 69 21.0 0.0 Window 9: Wood Frame,Double Pane 24 3 U i00 12 Wall 10: Wood Frame, 16" o.c. 139 21 Window 10: Wood Frame,Double Pane .0 0.0 6 Wall t l:Wood Frame, 16"o.c. 29 0,490 14 Wall 12; Wood Frame 16"o.c. 109 21.0 0.0 6 Door 2:Solid 218 21.0 0.0 11 Wall 13; Wood Ftamc, 16"o.c. 18 0.400 7 Wall 14:Wood Frame, 16"O.C. 50 21.0 0.0 3 Window 11:Wood Frame,Double Pane 98 21.0 0.0 4 Wall 15:Wood Frame, 16"o_e. 29 0,500 IS Wall 16:Wood Frame, 16"o.c. 45 21.0 0.0 3 Window 12: Wood Frame,Double Pane - 169 21.0 0.0 7 Window 13:Wood Frame,Single Pane 12 0.500 6 Window 14:Wood Frame, 14 0.500 7 Double Pane Wall 17:Wood Flame, 16" 14 0.500 7 o.c. 2 Window IS:Wood Frame,Double Pane 50 21.0 0,0 12 0,500 7 Window 16;Wood Frame,Double Pane 14 OsoO 7 Window 17:Wood Frame,Double Pane 10 0.500 5 Wall 18:Wood Frame, 16"o.c. 268 21.0 0.0 13 Window 18:Wood Frame,Double Pane 10 0.490 5 Window 19:Wood Frame,Double Pane 29 0S00 15 Window 20: Wood Frame,Double Pane 7 0.500 4 Wall 19:Wood Frame, 16"o.c. 98 21.0 0.0 6 Wall20:Wood Frame, 16"o.c. - -110 21.0 0.0 6 Wall 21:Wood Frame, 16"o.c, 107 21.0 0.0 4 Window 21:Wood Frame,Double Pane 29 0.500 15 Wall 22:Wood Frame, 16"o_c. 110 21.0 0.0 6 Wall 23:Wood Frame, 16"o.c. 89 21.0 0.0 4 Window 22:WOW Frame,Double Pane 14 0.500 7 Basement Wall 1: Solid Concrete or Masonry,7-5'ht/6,S W-Y iosul 83 11.0 0.0 5 Basement Wall 2: Solid Concrete or Masonry,7.5'hV6.5'bg/7.5'instil 38 11.0 0.0 2 Basianmt Wall 3: Solid Concrete or Masonry,75'ht/6.5'bgr7,5'instil 143 11.0 0.0 9 Basement Wall 4: Solid Concrete or Masonry,7.5'hr/6.5'bg/7.5'instil 210 11.0 0.0 14 Basement Wall 5: Solid Concrete or Masonry,7,5'W6,5'bg/7.5'instil 120 11.0 0.0 g Basement waft 6: Solid Concrete or Masonry,7,5'ht/6.5'bl;0 5'insul 53 11.0 0.0 3 Basement Wall 7: Solid Concrete or Masonry, 75'ht/6,5'bg/7.5'insul 105 11.0 0.0 7 Basement Wall 8: Solid Concrete or Masonry,7.5'hV6.5'bg,7.5'instil 83 11.0 0.0 5 Basement Wall 9: Solid Concrete or Masomy,7.5'ht16,5'bg/7.5'insul 165 11.0 0.0 11 Basement Wall 10: Solid Concrete or Masonry, 7.5'ht(6.5'W.5'insul 38 ILO A 0.0 2 Floor 1:All-Wood JoistTruss,Over Unconditioned Space 264 3010 0.0 9 Fumace 1:Forced Hot Air,92 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building Plans,specifications,and other calculations submitted with this permit appticatioa The proposed systems have been designed to meet the Proposed New York State Energy Conservation Construction Code requirements_ am ra, f8pr 18 03 02: 20p Michael J. Vasiliou 518-793- 1920 p. 4 'Builder/Designer Q �� C7 1�N R tro �G Ce n 0>20ao U O�SSIONA�. Apr 18 03 02: 20p Michael J. Vasiliou 518-793- 1920 p. 5 MECcheck Inspection Checklist Proposed New York State Energy Conservation Construction Code MECcheck Software version 3.3 Release 1 b DATE:04/17/03 TITLE;The Sacco 11 Residence i31dg. Dept. Use I Ceilings: ( ] I 1. Ceiling 1:Flat C074 or Scissor Truss,R 38.0 cavity insulation i Comments: [ ] I 2. CeiI4 2: at Ceiling or Scissor Truss,R"38.0 cavity insulation Comments: ( ) I 3• Ceiling 3:Flat Ceiling or Scissor True,R-I9.0 cavity+R-14.0 con[luuous insulation I Comments: I Above-Grade Walls: l l I 1 Wall 1:Wood FTanle, 16"ox,R-21.0 cavity insulation I Comments: [ ) I 2- Wall 2: Wood Frame,l6"o.c.,R-21.0 cavity msularton Comments: [ ) I 3. Wall 3: Wood Frame, 16"o.c_,R-21.0 cavity insulation I Comments: ( j I 4- Wall 4: Wood Frame, 16"e.c,R-21.0 cavity insulation I Comments: ( ) 5. Wall 5: Wood Frame, 16"o.c.,R-21.O cav' i rtY insulation Comments: ( j I 6. Wall 6;Wood Frame, 16"o.C.,R-21.0 cavity insulation I Comments: ( I 7. Wall 7:Wood Frame 16"o.c,R-21.0 cawty msulation I Comments: ( ] I 8. Wall 8:Wood Frame, 16"o.c.,R-21.0 Cavity insulation 1 Comments: ( ) I 9. Wall 9:Wood Frame, 16"o-c.,R-21.0 cavity insulation Comments: [ ] 1 10. Wan 10:Wood Frame, 16"o.e.,R-21.0 cavity iusulatiou "- I Comments: ( ) I IL Wall 1 1:Wood Frame, 16"o.C.,R-2LO Cavity tnSttla[lon j Comments: [ ] I 12. Wall 12: Wood Frame, 16"o.c,R-21.0 cavity insulation - I Comments: ( ) 1 13. WaA 13:Wood Frame, 16"o.c,R-21.0 cavity insulation Comments; _ [ ] I 14. Wall 14:Wood Frame, 16"o.c.,R-21.0 cavity insulation I Comments: [ l I I.S. Wall 15:Wood Frame 16"o.c.,R-21.0 cavity insulation Comments: _ [ ] I 16. Wall 16:Wood Frame, 16"o.c,R-21.0 cavity iusulation I Comments: [ ) I 17. Wall 17: Wood Frame, 16"ox.,R-21.0 eevity insulation Comments: 1 18. Wall 18: Wood Frame, 16"o.c.,R-21.0 cavity insulation Rpr 18 03 02: 20p Michael J. Vasiliou 518-793- 1920 p, 8 I Comments- ( J I 19. Wall 19:Wood Frame, 16"ox., R-21.0 cavity insulation Comments:__ ( j I 20. Wall 20: Wood Prame, l6"o.c.,R-21.0 cavity insulation Comments: ( J 21. WWI 21:Wood Frame, 16-o.c.,R.21.0 cavity Insulation -- Comments: _ ( ) ( 22. Wall 22:Wood Frame, 16"o.c.,R-21-0 cavity insuluion Comments: ( ] I 23. Wall 23:Wood Frame, 16"o.c.,R-21-0 cavity insulation I Comments: ( Basement Walls: [ ] I 1. Basement Wall 1:Solid Concrete or Masonry, 7.5'hd6.5'bg/7.5'insul, R-11.0 cavity insulation Comments: I ] 1 2. Basement aVall 2:Solid Concrete or Masonry,7.5'ht/6.5'bg/7.5'insul, R-I 1.0 cavity insulation Comments: [ ) j 3. Basement Wall 3:Solid Concrete or Masonry,7S ht/6.T bg/'IS insul, j R-11.0 cavity insulation ( Comments: [ ] I 4• Basement Wall 4:Solid Concrere or Masonry, 73'ht/6.5'bg/7S'insul, R-I1.0 cavity insulation j Comments; [ ) I 5, Basement Wall 5: Solid Concrete or Masonry.T.9 ht/6 T bg/7.5'insul, ( R-11.0 cavity insulation ( Comments: C ] I 6• Basement Wall 6:Solid Concrete or Masonry,7.5'ht/6.5'bg/7.5'htsul, R-11.0 cavity insulation C6imrimts: [ j j 7- Basement Wall 7:Solid Concrete orMasomy, 7.5 Pub/ .5'bg/7.3'insul, I R-11.0 cavity insulation Comments: F ] I 8. Basement Wall 8:Solid Concrete or'Masomy,7.5'hv65'bg/7.5'insul, I R 11.0 cavity insulation Comments-, [ ] I 9. Basement Wall 9: Solid Concrete or Masonry,73'ht/6S bgf1.5'insul, ( R-11.0 cavity insulation I Comments: ] ( 10. Basement Wall I0.-Solid Concrete or Masonry, 7.5'ht/6.5'bgl7S insal, R-11.0 cavity insulation ( Comments: r - Windows: [ ] I 1. Window l: Wood Frame,Double Pane,U-factor.0.500 ( For windows without labeled U-factors,describe features: I fl Panes._Frame Type______________Thermal Thermal Break?[ ]Yes[ ]No i Comments: [ ] ( 2. Window 2.-Wood Frame,Double Pane,IJ-factor.0.500 I For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal BreWO[ ]Yes[ ]No Comments: [ 7 I 3. Window 3: Wood Frame,Double Pane,U-factor:0500 I For windows without labeled U-factors,describe features: I #Panes Frame Type _Thermal Break?I 1 Yes[ )No I Comments: Apr 18 03 02: 21p Michael J. Vasiliou 510-793- 1920 p, 7 [ 1 I 4. Window 4: Wood Frame,Double Pane,U-factor:0.500 I For windows witbout labeled U-factors,describe features: I #Panes_ Frame Type Thcrmai Break?[ ]Yes[ ]No Comniencs: [ ] I 5. Window 5: Wood Frame,Double Pane,U-factor;0.500 --'_— I For windows without labeled U-factors,describe features: 1 #Panes_Frame Type—-..—Thermal Break. Comments: [ ]yes[ ]No [ I 6. Window 6:Wood Frame,Double Pane,U-factor:0.500 Fnr w.ndrnvc urithnnt 10h Tpd TT-fanrnrc dxrrihn f AnmrPc- i #Panes Frame Type_ Tbermat Break?[ ]yes[ ]No Comments: l ] I 7- Window 7: Wood Frame,Doable Pane U-factor 0500 I For windows without labeled U-factors,describe features; I n Panes_Frame Type Thermal Break?[ ]Yes[ )No I Comments:_ __ l ] 1 8, Window 8:Wood Frame,Double Pane,U-Factor.0-500 I For windows without labeled U-factors,describe features; I #Panes Frame Type Thermal Break?[ ]Yes[ ]No I Comments: [ 1 I 9• Window 9: Wood Frame,Double Pane,Ti-factor.0500 i For windows without labeled U-factors,descrbe features; i #Panes Frame Type Thermal Break?[ 1 Yes[ ]No Comments [ 1 I 10. Window l0:Wood Frame,Double Pane,U_factor.-0.490 I For windows without labeled U-factors,descnbe features: I #Panes_Frame Type ---..—_Thermal Break?[ ]Yes[ ]No Comments: [ 1 I 11, Window 11: We Frame,Double Pane,U-faaor.0.500 For windows without labeled U-factory,describe feanns: M Panes _Frame Type Thermal Break? [ ]yes[ ]No I Comments: [ ] I 12. Window 12 Wood Frame,Double Pane,U-factor.0.500 I For windows without labeled U-factors,describe features. #Panes--- Frame Type Thermal Break'[ ]Yes[ Iwo I Comments: [ ] I 13, Window 13: Wood Frame,Single Pane, U-&Ctar 0500 i For windows without labeled U-factors,descn-be features: I #Panes_Frame Type Thermal Break?[ ]yes[ ]NO ! Comments:_ [ ] I 14. Window 14:Wood Fram,Double Pane,U-factamr 0.500 I For windows without labeled U-factors,describe features: 1 8 Panes . Frame Type Thermal BMW. Y )No I Comments: [ ]yes [[ [ ] I 15. Window 15:Wood Frame,Double Pane,U-factor.0.500 I For windows without labeled U factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No ! Comnmants: [ 7 I 16. Window 16:Wood Frame,Double Pane,U-factor.0500 I For windows without labeled U-factors,describe feamm: I #Panes Frame Type ----. Thermal Break?[ ]Yes[ ]No I CommneM: [ 1 I 17. Window 17:Wood Frame,Double Pane, U-factor 0.490 I For windows without labeled U-factors,descrrbe features, #Panes_ :Frame Type Thermal Break?[ 7 Yes[ ]NO I Comments [ ] I 18- Window 18_Wood Frame.Double Pauc,U-factor:0.490 e i.0 fA A-pr 18 03 02: 21p Michael J. Vasiliou 518-793- 1920 p. B For windows without labeled U-factors,describe features: #Panes Comments: Frame'* Thermal Break?f 1 Yes( ]No L J 19. Window 19:Wood Frame,Double Pane,U-factor:0.500 I For windows without labeled U-factors,describe restarts; I #Panes Frame Type Thermal Break?[ ] yes[I Comments: ( ]NO l ] I 20, Window2o: Wood Frame,Double Pane U-factor:0.500 - I For wladows Without labeled U factors,describe features: I #Panes_Frame Type _ al Therm Break?( ]Yes[ ]No Comments: ( ) I 21. Window 21: Wood Frame,Double Pane U-facoor 0.50�— I For windows without labeled U factors,describe features: I #Panes_Frame Type Thermal Break? Yu j Coments: L ] m [ )No L l I 22. Window 22:W and FAme,Double Pane,U-factor:0.500 - I For windows without labeled U-factors,deserlbe features: I #Panes Frame Type Comments: Thermal Break?[ ]Yes( )No I Doots: L ) I 1. Door 1:Solid U-factor.0.400 I Comments: ( ] I 2. Door2:Solid,U•factor.0.400 I Comments: i Floon: L ] I 1. Floor 1:All-Wood JoisVTruss, Over Unconditioned Spam,R-30.0 cavity insulation I Comments: Heating and Cooling Equipment: [ ] I I. Furnace ):Forced Hot Air,92 AFUE or higher Make and Model Number I — I Air Leakage: ( J I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed, ( ] I Recessed lights must be Type IC rated and Installed with no penetrations,or Type TC or non-IC Mod installed aside an appropriate alr-tight essambly with a 0.5^clearance from combustible materials and 3"clearance from insulation. I I Vapor Retarder: [ 7 i Required on the warm-in-winter side of all awn-vented funned ceilings,walls,and floors. 1 I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the man»factuiles installation instructions. ( 1 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 hearing equipment must be provided. ( ) I Insulation It values,glazing U-faerors,and heating equipment afficimey 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-1 I Return ducts in unconditioned allies or outside the building must be insulated to R-6. [ ) I Supply ducts in unconditioned spaces must be insulated to R-I 1. Apr 18 03 02: 21p Michael J. Vasiliou 518-793-1920 p" 9 [ ] i Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return.ducts in basements. I Duct Construction: [ } I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct mpe is not permitted. Exception Continuously welded and lodtino type.longitudinal joints and seams on ducts I 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. ( J + Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required In the return air system. [ J J The HVAC system must provide a means for balancing air and water systems. i Temperature Controls: L J I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space j temperature set point of the largest zone. I Electric Systems: [ ] j Separate electric meters are required for each dwelling unit 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 Faeplace construction provisions of the Bulkling Code ofNew York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the islet and outlet unless the water heater has an integral heat trap or Is part of a circulating system. ( ] I Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table J. I I Swimming Pools: L l I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock I Heating and Cooling Piping Insulation: ( ] j HVAC piping conveying fluids above 105'F or chilled fluids below 55°F must be insulated to the levels in Table 2. Rpr 18 03 02: 21p Michael J. Vasiliou 518-793- 1920 p. 10 Table 1: Alittioni slnsulation Thickness forCirculawtgHot waterPipcc Insulation Thickness h1 Inches bV Pipe sizex Heated Water Non-Circulating,Runouts Circulatins Maros and RUnout5 Temperature(F) Up to P Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1A 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 05 0.5 6.5 1.0 Tablet: Moimaminsalation77icknessforf7VACPipm Fluid Temp. Insulation Thiclmese in Inches b Pi c Sizes Piping System Typcs RRNge 2"Runouts 1_"_and Less 1.25"to 2" 2.5"tc>4" Heating Systems Low Pressum/Tempernnue 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 LO 1.0 1.5 __0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 IA and Brine Below 40 1.0 LO 1.5 l S NOTES TO FIELD(Building Department Use Only) flZe�] S3DF'TlIA VXVISI.1 SF3 CT :6T JHS COOZ:1Ti60 u a }�u ;� , a ue si a l PAS a�� h "U}2 'S8UJ2} SBc�} $keA^ `S SiiOy SP y V tiDOU PIAd MES f'o71dij6y' 1U 2iil0ttyC J I I 91 � Sl c� I I I � 1 I C S u � o j 6L I —7H_� < D I Z �tl dl 5 Ul sco©�aavi I soz aeil' � ; Ski— Town of Queensbury 742 Bay Road, Queensbury, W 12804 MW Building & Code Enforcement Buildin�g/Peimitiv 07 - bpi Phone:(518)761-8256 Date: Fax: (518)745-4437 Email: codes@queensburynet Dear ly4 Your building permit application has been reviewed and found to be deficient in the following areas: v rlcyJ V/'c�np�/Jn-o� t^'.sP /h ���.�p lid/< ah Ln f�7�1•�.v .��./lr..ld/c 3 Jltf� Ip 3 1} UOU/diJ Aden IGn Cw/� hl GLara wt 1NAU l he J UC CI$ l�(! UJ.ftL Ij 1} 16 7 /l� J—a �A/J(.3 J�rQ lP O♦ Vc.JJ� 21� /w5/!/U lA/Y/lo, � e}'��Q/W!// 0/J{ h tTf ft !� ppl3 afr Cf I.GOA� tf/ K/eN / eL YfLGaL(J r /✓ Si76GU �a/�l e., r,. 4mk h'ilC!*rn S'7f//J p�� l L �lkh Jt/d i/n Pe / r //r�trw�n Ste{ rf{nc�2r ,tyfi had✓f GY Kr, tt o u GCCC Tw /Ylun vIG�/Se of These details need to be added to or noted on both sets of plans. Please feel free to contact this office with any questions reg matter. Gt/cK/ 4, shuWA o. �Si erelY, E G CO FFICE 4lSmKeming"yNBuiMmg.Pami4FORMSWercimt Wilding permit Jmt 2003.doc J �l G NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 3 / July 7, 2003 Job# 46143 Mr. Glenn Bruso New York State Dept. of Health 77 Mohican Street Glens Falls,NY 12801 RE: Lot 418 (#91 McEchron Lane)—Joseph & Antoinette Sacco, Purchasers Emerald Grove Subdivision- Queensbury (T) Dear Glen: This letter is to inform you that I inspected the completed septic system for the house on Lot #18 in the Emerald Grove Subdivision on May 29, 2003. The house being constructed on this lot is a 4 bedroom house. The septic system as installed consists of a 1,250 gallon septic tank and 219 lineal feet of absorption trench. The installation conforms with the requirements of the approved subdivision design drawings. Please call me if you have any questions or concerns. Si v Thomas W. Nace, P.E. cc: Dave Hatin, Town of Queensbury Michael Vasiliou Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reque e' d: Queensbury Building& Code Enforcement Arrive: a pm epart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Init' s: NAME: r i - l I it C t-- RMIT#: , LOCATION: 1 '/i INSPECT ON: TYPE OF STRUC _Y; Comments Y N N/A otings 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/Walipour 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:\SueHemingw y\Building.Codes.Inspecdm.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request receiv K. 5 / �,,��� Queensbury Building& Code Enforcement Arrive: a inepart: 742 Bay Rd., Queens�buurry, NY 12804 Inspector's Initial NAME: /%. PERMIT#: - c LOCATION: ���� — t>t� INSPECT ON: _ (J _ TYPE OF STRUCTURE: 4� Comments Y N N/A Footings Piers Monolithic Slab \ Reinforcement in Place The contractor is responsib kfor / D / providing protection from fie \ingfor 48 hours following the plof the concrete.Materials for this ose on Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/W roofing \ Type of Dampproofing Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch widthv` 6 inches above footing ���a� C -JtEgeof for wet areas and/slab �J Bac ,1 11 proval 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 / Firestopping Inspection Report �J Office No. (518) 761-8256 Date Inspection request received: { Queensbury Building& Code Enforcement Arrive: -am/p D part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: (1C a, �_i PERMIT#: 0- LOCATION: r\ INSPECT ON: TYPE OF STRUCTU �� 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 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 and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour p�����C WA r(� Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 518 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L\SueHemingway\Building.Codes.lnspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re ue recee.v jd: Queensbury Building & Code Enforcement Arrive: m art: a 742 Bay Road, Queensbury, NY 12804 Inspector's Init x NAME: V IDS t Lt L P IT#: LOCATION: 1` iS VA, L1,-LP c t.> INSPECT ON: TYPE OF STRUCTURE: Framing Y N/A OMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting naile roperly 12"O.C. Headroom 6 ft. 8 in Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bea tg Walls Metal Strapping for No hes Top Plate 1 % (w) 16 gauge (8) IN nails each side Draft stopping 1,000 sq. ft. oor trusses Anchor Bolts 6 ft. or less on c ter s Ice and snow shield 24 inches fro wall �J 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 '/2 inch or 5/8 inch Type Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedroom 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L\Suetiemingway\Bui Iding.Codes.Inspection.FORM S\Framine Firestopping Inspecti\Januaiy Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p>� part: fL.�'L am/pm 742 Bay Rd.,Quee bury,NY 12804 Inspector's Initials: NAME: ` k�` (tom_ PERMIT NO.: LOCATION: — ll;,Q INSPECT ON: RECHECK: Comments and/or dia ra Soil Type: /Clay Type of Water( / a Munici Well Water Waterline sea 'on ce ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone — L 4 D Seepage Pits: Number Size: x Stone Size: Piping Si 7r, Y e +: Building to tank Tank to Distribution Box Sao Distribution Box to F' d/Pit r 1 O enin Sealed: Y MO Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits z ft. / A Conforms as r Plot Plan Y N Location stem on Property: V ear Left Side Right Side ront Middle Rear w System Use Status- pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:'SueHemingway\Building.Codes.Inspecfion.FORMSVSeptic Inspection Report.doc January 28,2003 RECE . / 0 [AAR 14 20 ( �� ypF - L ORF AND v TP -75 � A l � s Q LLJ I, CL 4� ru ti A7 N a � 112 � 3 � I -01 r � 4>3 l 16 ( I 171 �( "I have seen or observe ,or believe-4 saw evidence of, all objects such as hous ,wefts`,trees,fences,etc., persona asu e t 'stances n I NATURE TE Framing / Firestopping Inspection Report ` 1 Office No. (518) 761-8256 Date Inspection request received: j A Queensbury Building& Code Enforcement Arrive: am/pv,��epaf/(/ m//,i 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1 /Ff/ NAME: lV\c-- PERMIT#: ✓ LOCATION: 1 INSPECT ON: TYPE OF STRUCTURL 1 Y N/A COMMENTS ing /� Jack Studs/Headers C,` ( [2 <!5— T—�U LC— Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Apti , Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls kl 4<-c Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses R D to 1 n ( R U5 Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Pre 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 L\SueHemingway\Building.Codes.Inspeetion.FORMS\Franning Firestopping Inspection Report.doc January 28,2003 l-. Rough Plumbing / Insulation Inspection Report / Office No. (518)761-8256 Date Inspection request received: 4 U Queensbury Building&Code Enforcement Arrive: am/pm De�pact: am/pm �� 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: 6"(tWV PERMIT#: Q V 7? LOCATION: INSPECT ON: Zi TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3, R4 Drain/Vents Cast on,Copper Drain/Vent/Comm. Plu mg Vent/Vents in Place Rough Plumbing/Nail Plates �j si jJ J Head or Air Supply Test J 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 COMMENTS: L:V'amMWhiting\Rough Plumbing Insulation Repon.dm ACNk Town of Quesnsbury vmuw Fire Marshal's Office t �� 742 Bay Road 1" Queensbufy, NY 12804 1 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request p SCHEDULE Received: Permit# �� d2 / INSPECTION ON: 5 �� Name: it-too AM PM ANYTIME Location: APPROVED _ N/A YES I NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS /' CLEARANCE TO ELECTRICAL A/— ( ,L p REQUIRED SIGNAGE / EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN FINAL IMNEY ACTORY BUIL�T/ ROUGH IN �[ V Ct-A1-1-FINAL WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL _ FIREPLACE MASON ROUGH IN OK THIS D)T OK FOR CO NOT OK INAL FIREPLACE FACTORY BUILT OUGH IN INSPECTED BY FINAL COMDEvICHRISJIWORD/LETTERS40011FIREMARSHALINSPECTIONREPORTYELLOW-OCCUPANT COPY WHITE-BUILDING DEPARTMENT COPY Framing / Firestopping 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: PERMIT#: O � LOCATION: I/1a Crv�Ro,�J � � INSPECT ON: O'rj TYPE OF STRUCTURE: Y I N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams ! Exterior sheeting nailed properly /(A�/ � � ly 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 i/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 wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. 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:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Reportdoc January 28,2003 ' 1,A,� Framing / Firestopping Inspection Report w Office No. (518) 761-8256 Date Inspection request received: Iola 3 Queensbury Building& Code Enforcement Arrive: -am/p e rt:—gqvm pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: -_' 3 fA;Mlj�' ` NAME: PE IT#: G 3 'U 7 LOCATION: PECT ON: 3 TYPE OF STRUCTURE: m Y N N/A (� COMMENTSAwFam < Jack Studs/Headers �RJS/ Bracing/Bridging Joist hangers (,v�¢� �� Rom N o.G\ AlAt C-t A' 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 '/z (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 w 3,4 hour stopping Penetration sealed ���' 16 inch insulation in cavity min. Garage Fire Separation House side '/3 inch or 5/8 inch Type X Ae t-- G A V0 /06*� ( Garage side 5/8 inch Type X h1K Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Lai Hemingway\Bu Kdns.Codes Inspection FORMS\Framing Firestopping Inspection ort.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: L .3 Queensbury Building& Code Enforcement Arrive: am/p Q�/e art* r m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ��� NAME: U wr PERMIT#: oo3 - O 7 7 LOCATION: 9/ MC-FSMA R., j�, L INSPECT ON: (0 TYPE OF STRUCTURE: .SF G Y N N/A COM TS Framing /7 �x Jack Studs/Headers /� Bracing/Bridging Joist hangers ��2r�E-�2 TRUs� Jack Posts/Main Beams � qq Exterior sheeting nailed properly /V Ar 1 t ,l A)C� 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more RDU f t7C� a Ll_ I Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z(w) 16 gauge (8) 16D nails each side 10 Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from w Fire separation 1, 2, 3 hour ire wall 2, 3, 4 hour Firestopping COGS y'� 2 �Fw b W cy2 Penetration sealed -� n(� �7 / (L i A)& 16 inch insulation cavity min. Garage Fire Separation House side 'h 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 pp aU !L�!"'aI� �0� D(LHA) 7/E-/4' A-�ct L:\SueHemingw y\Building.Codes.Inspecuon.FORMS\Fmming Firestopping Inspection Report.doc Janua�28,2003 Rough Plumbing / Insulation Inspection Report l- / Office No. (518) 761-8256 Date Inspection request received: / Queensbury Building&Code Enforcement Arrive:—am/prA D art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: L PERMIT#: DEl LOCATION: _ INSPECT ON: TYPE OF STRUCTURE: L "CD Y N N/A PVC: R-1,R-2,R-3, R-4 Drain/Vents Cast Iron,C per Drain/Vent/Comm. Plumb' Vent/Vents in Place gh 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 COMMENTS: L:\SueHemingw y\nuilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Repon.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am epart: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: Nvt Z /,ce NAME: ` PERMIT#: `D LOCATION: L s 1 (ti1� — �� �_ INSPECT ON: 3 TYPE OF STRUCTURE: Y A N I N/A I COMMENTS naming e ` 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 Fire separation 1, 2, 3 hour Fire w 2, 3,4 hour E' stopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X or� 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 Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 0 Queensbury Building&Code Enforcement Arrive: am/ art: a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: v -- PERMPf#: LOCATION: _ — INSPECT ON: TYPE OF STRUCTURE: S v 7 l Y N N/A .n PVC: R-1, R-2,R-3, R-4 Drain/Vents W "'!r, I`Z� Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place J 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 er, VC, Pex One &Two Family f sidential Check/Commercial Check "7�(✓F1� /A I�I,, Proper Vent,Attic Vent Duct/Hot Water Piping Insulation CLOSET20� g�u.� If re uired unheated spaces d�, Combustion Air Supply for Furnace uct Work Sealed Properly 3 Zr'�,/Z G�5 ee��onJ- COMMENTS: (jJ iPGC K MAC )c oSer ` 4pwa L:\SueHemingway`.Building.Codes.Inspection.FORMSaough Plumbing Insulation 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/ epa am/pm C 742 Bay Road, Queensbury,NY 12804 Inspector's Initial yF/�7 NAME: �( cS I C L� PERMIT#: / 7 LOCATION: �� \/1 o n ,�V`SZINSPECT ON: /-N 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 Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Qgo WLPG gea One &Two Family 'Residential C c /Co e c' 1 eck Proper Vent, Attic Vent Duct/Hot Water Piping Insulation hIf re uired unheated s aces bustion Air Supply for Furnace Work Sealed Properly MMENTS: L\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Residential Final Inspection iflce No. (518) 761-8256 Date Inspection re est I 9 G Queensbury Building&Code Enforcement Arrive: m/p epart: a pm 742 Bay Rd., Queensbury, NY�1/28/0/4�/ 7 Inspector's Initi / �74 NAME: !-1 •�'b't!°t_ PE IT#: LOCATION: _ -�I TE: TYPE OF STRUCTURE: Comments Y N N/A ` ` / ChimneyHt./"B"Vent/Direct Vent Location [ _ Fresh Air Intake ` U 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck porches 36 in. or more 6��Exterior Finish Complete Interior/Exterior Railings 34 in. to 38 in. g �/���` 0114 latform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall b �Jtl 8 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 J Oil Furnace shut-off atentrance to furnace area rnoperating Fuace/I-Iot Water Heater ater o eratin Low water shut-off boiler Relief Valves installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing1 Interior Smoke Det tors: / Every level: / Every Be,Qroom: L fly. Outside every bedroom tea: ✓ _( U Inter Connected: ✓ / Batter backup: Bathroom Fans, if no window Carbon Monoxide detector �17 Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf �C t Emergency a ess below grade «X• Basement stairs closed rise>4 inches '/a hour 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, 1 s , ft.-150 s . 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/O Cert.Of Occupancy) Okay to issue Permanent C/O Cert. Of Occupancy) L:\SueHemingwayOuilding.Codes.Inspection.FORMS\Res.Final Ins;fom-12.dm rJn. 28,2003 - NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 July 7, 2003 Job# 46143 Mr. Glenn Bruso New York State Dept. of Health 77 Mohican Street Glens Falls,NY 12801 RE: Lot#18 (#91 McEchron Lane)—Joseph& Antoinette Sacco, Purchasers Emerald Grove Subdivision- Queensbury (T) Dear Glen: This letter is to inform you that I inspected the completed septic system for the house on Lot #18 in the Emerald Grove Subdivision on May 29, 2003. The house being constructed on this lot is a 4 bedroom house. The septic system as installed consists of a 1,250 gallon septic tank and 219 lineal feet of absorption trench. The installation conforms with the requirements of the approved subdivision design drawings. Please call me if you have any questions or concerns. Sincerely, v Thomas W.Nace, P.E. cc: Dave Hatin, Town of Queensbury Michael Vasiliou Town of Queensbury Fire Marshal 742 Bay Road Queenabury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice:New York State requires that all UI.Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's q instructionsQor shy ' cations is allowed. Permit# lO/U3 /d 7/ Schedule Inspection (!y ! � Time / am m' ytime Inspector Name yG�— dress T Rough In Final Appliance Manufacturer Model# Direct Vent_ Factory Built Chimney_ Flue Size_ Double Wall_ Triple Wall_ Insulated_, Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase_ / Wall Penetration V/ Vent Clearances to Combustibles Vent/Chimney Termination / Chimney height must be 3 feet above roof ✓ \ penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement (if LP) Whale-Holding Dept Yenow r Pink-Mm Marshal Residential Final Inspection )Q Office No. (518) 761-8256 Date Ins ection request ved• Queensbury Building&Code Enforcement Arrive: D a pa °- In 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia : _�[/ 7 NAME: C �r�.�t IT#: �3 `-�_( ' LOCATION: l C ^� f ATE: TYPE OF STRUCTURE: Comments Y i N N/A +� Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake J� 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs, decks,patios 11, Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Co lete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 8 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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke De ctors: / Every level: / Every B room: Outside every bed a: roo are Inter Connected: / Battery backu Bathroom Fans, if no window Carbon Monoxide detector G� Plumbing fixtures F Founddation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches \N 3/<hour fire door/door closer DuctGarage fireproofingSealed Duct work Sealed ro erl Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Buildin No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Ins ection Sticker Flood Plain Certification, if required Okay to issue C/C Cert. Of Compliance) Okay to issue Temporary C/O Cert. Of Occupancy) Okay to issue Permanent C/O Cert. Of Occupancy) L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 TOWN OF QUEENSBURY BUILDING 6 CODE ENFORCEMENT 742 BAY ROAD QUEENSBURY NY 12804 (518)761-9256 ` ARRIVE: DEPART: INSP: / FINAL INSPECTION REPORT NNMMRRC - - -_ _ _ ____ 2__.O (hotel, motel, apt. complex) DATE INSPECTII)RrN REQUEST RECEIVED: NAME Y AS1 LI [M (� LOCATION DATE PERMIT 1 0 1=01 1 TYPE OF STRUCTURE \� FOOTINGS BACKFILL_ FRAMING_ PLUMBING_ INSULATION N A YES NO CHIMNEX/"B" VENT/HEIG T PLUMBING VENT/FIXTURES ROOFING EXTERIOR FINISH HEATING/HOT WATER RELIEF VALVES FLOORS FOUNDATION INSULATION INTERIOR STAIRS RAILINGS STOCHROOM ENCLOSURE FIRE/DEMISE FIRE/DEMISE WALLS PENETRATION FIRE DAMPERS CEILING FIRE STOPPING RE DOORS CLOSERS - EXIT DOOR HARDWARE EXIT STAIRS/RAILS -- • PLATFORM/ELEVATOR HA14DICAEPED ACCESS H NDICA P D BATHS HANDICAPPED PARKING FINAL ELECTRICAL S "E N VA IANCE R O -- NAL SURVEY PLOT PLAN IF RE OR TO ISSUE C O OR C C �x QA0 ' I I 2 X 6 LADDER FRAME NOTE:ACTUAL TRUSS CONFIGURATION 0 RAKES (TYP) CONTINUOUS RIDGE VENT TO BE DETERMINED BY TRUSS 11 11 IF MANUFACTURER. PRE-ENGINEERED ROOF 2 X 6 LADDER FRAME CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT TRUSSES 0 24" O.C. 0 RAKES TYP. 2 X 6 LADDER FRAME DESIGNED PER N.Y.S. CODE 12 t 0 RAKES (TYP) T_ PRE-ENGINEERED ATTICIT FT 12 12 PRE-ENGINEERED ATTIC TRUSSES 0 24" O.C. AAAAAAA TRUSSES 0 24" O.C. DESIGNED PER N.Y.S. CODE R-38 FIBERGLASS INSULATION RRMUM DESIGNED PER N.Y.S. CODE 1'-0" OVERHANGS (TYP) W/CRAFT PAPER VAPOR BARRIER R-19 FIBERGLASS INSULATION - 1'-0" OVERHANGS (TYP.) W/CRAFT PAPER VAPOR BARRIER TOP OF PLATEAAWAAAAA R-21 FIBERGLASS BONUS ROOM _ TOP OF PLATE INSULATION W/CRAFT PROVIDE ACCESS TO W/2 OF HI-R RIGID FOAM INSULATION TOP OF WINDOW R-30 FIBERGLASS INSULATION (R = 7/INCH) FOR R-33 CEILING. W/CRAFT PAPER VAPOR BARRIER STAIRWAY LK-IN MASTER PAPER VAPOR BARRIER a AREAS BEHIND KNEE a WALK-IN BEDROOM1 OSET BEDROOM = 3 WALLS. ACCESS MUSK R-21 FIBERGLASS BONUS CLO 7_4L2" 3'-0" 11'-6�'2" s w BE 22" X 30" MIN. of w " INSULATION W/CRAFT " ROOM SET 5'-0" Lo Y 11'-1" "' Y 5—0 PAPER VAPOR BARRIER i 17—6 R-21 FIBERGLASS STAIRS: R-21 FIBERGLASS o0 SUBFLOOR 3 4" O.S.B. SUBFLOOR SUBFLOOR INSULATION W/CRAFT 3'-11" 6'—A" 6 RISERS 0 7 V2" INSULATION W/CRAFT PAPER VAPOR BARRIER TREADS 0 9 PAPER VAPOR BARRIER o SUBFLOOR 3/4" O.S.B.OSUBFLOOR 1 SPLIT LANDING TOP OF PLATE R-30 FIBERGLASS INSULATION " " " TOP OF PLATE o — 3 4" O.S.B. SUBFLOOR SUBFLOOR W/CRAFT PAPER VAPOR BARRIER 5/8 TYPE X GWB TOP OF PLATE ` - o ON ALL GARAGE WALLS R-30 FIBERGLASS INSULATION " " " \ 2 X 10'S 0 16" O.C. TOP OF PLATE (2) 1 3/4" X 11 7/8" ON BOTH SIDES OF WALLS W/CRAFT PAPER VAPOR BARRER 5/8 TYPE X GWB r - MICROLLAM HEADER ADJACENT TO LIVING AREAS ON ALL GARAGE WALLS AND r - AND ON ENTIRE GARAGE CEILING MUD 3'-2" r _ WALLSLIVING 2 CAR GARAGE 2 CAR GARAGE ADJACENT T LIVING AREAS BATH _- - - o AND ON ENTIRE GARAGE CEILING ROOM - _ ROOM 4" CONCRETE SLAB (4000 PSI) 21'-8�2" 3'-0" 3'-0" �Z R-21 FIBERGLASS FINISHED SMOOTH, REINFORCED " R-21 FIBERGLASS INSULATION W/CRAFT W/ 6 X 6 #10 X #10 W.W.M. OVER 4 CONCRETE SLAB INFO PSI) INSULATION W/CRAFT 22'-6" PAPER VAPOR BARRIER TOP OF FDN. FINISHED SMOOTH REINFORCED COMPACTED GRAVEL OR CLEAN SAND FILL TOP OF FDN. PAPER VAPOR BARRIER W/ 6 X 6 #10 X #10 W.W.M. OVER STAIRWAY 3/4" OSB. SUBFLOOR SUBFLOOR_ _ COMPACTED GRAVEL OR CLEAN SAND FILL TOP OF FDNI. e 2 X 10 S 0 16 O.0 " 1 �N 8 THICK POURED o � " "UNEXCAVATED EARTH FOUNDATION WALL-' o " e r 28'_g" 2 X 10 S 0 16 O.C. TOP OF FDN. 8 THICK POURED UNEXCAVATED EARTH 3'-2" _ ` TOP OF FOOTING - TOP OF FOOTING FOUNDATION WALL BASEMENT 22►-0" - _ FOOTING 16 0 STUDS 4 X TOP "OF a 2 °0 0 2 X 4 STUDS 0 16" SECTION 8" X 16" CONCRETE FOOTING O.C. W/R-11 FIBERGLASS o(3000 PSI) WITH 2 #4 BARS (TYP) INSULATION,(PRESSURE BASEMENT STA S:" Z O.C. W/R-11 FIBERGLASS 8" THICK POURED i > OVER UNDISTURBED SOIL, FOOTING FIT) W/ F.S.K. FOIL PAPER OVER 3 RISERS 0 7 3,4 INSULATION,(PRESSURE FOUNDATION WALL SCALE: 1/4" = 1 —O 10 TREADS 9 FIT) W/ F.S.K.FOIL PAPER OVER TO BE MAINTAINED AT 4'-0" MIN. & 1" AIR SPACE BEHIND (TYP.) W/ (1) SPLIT LAN DING & 1 AIR SPACE BEHIND (TYP)BELOW FINISHED GRADE 22$-0" 4" CONCRETE SLAB (3500 PSI) TOP OF FOOTING CONTINUOUS W/ 6 ML. POLY MOISTURE BARRIER 8" X 16" CONCRETE FOOTING RIDGE VENT SECTION A - A FINISHED SMOOTH, OVER COMPACTED (3000 PSI — i PRE—ENGINEERED ROOF GRAVEL OR CLEAN SAND FILL ) WITH 2 #4 BARS TYP.) TRUSSES 0 24" O.C. SCALE: 1/4" = 1'-O" OVER UNDISTURBED SOIL, FOOTING 12 �� i � � 12 DESIGNED PER N.Y.S. CODE TO BE MAINTAINED AT 4-0 MIN. 7 1 i 7 52'-0" BELOW FINISHED GRADE (TYP.) TOP OF PLATE ZR-38 FIBERGLASS INSULATION m NOR PROVIDE VENTED W/CRAFT PAPER VAPOR BARRIER VINYL SOFFIT R-21 FIBERGLASS BEDROOM HALL� INSULATIONFIBERGLASS W/CRAFT INSULATION W/CRAFT # BEDROOM #2 co PAPER VAPOR BARRIER PAPER VAPOR BARRIER 2 X 10 RAFTERS 016" O.C. 2 X 10'S 0 16" O.C. W/ 2 X 4 CEILING JST. 11'-4V2" 10'-OV2" 10'-1" 12 W/ 2 X 6 CEILING JOISTS z SUBFLOOR_ 4 12 3/4- T & G OSB _ _ _ _ 3 4" T & G OS.B 5 ' " 2 X 10'S 16" O.C. R-30 FIBERGLASS INSULATION 0 X 1 TOP OF W/CRAFT PAPER VAPOR BARRIERPLATE (3)2 X 10'S BEAM R-30 FIBERGLASS INSULATION (4) 1 3/4" X 11 7/8" 4'_81t MICROLLAM BEAM (UPSET) (2) 2 X 10'S HDR. s W/CRAFT PAPER VAPOR BARRIER _ DEN STUDY KITCHEN BREAKFAST � CD R-21 FIBERGLASS INSULATION W/CRAFT STARS: 18'-6" AREA PAPER VAPOR BARRIER 13'-41i" 6_7y2" 16 RISERS 0 71/2" 14 TREADS 0 9 SUBFLOOR 3/4" T & G OSB W 1 SPLIT LANDING or 3/4" T & G OSB _ Im 888INV 2110S016 O.C. 2X10S ® 16 O.C. 2X10S016 O.C.� a TOP OF FDN. -4'-8" 6-8" (2) 13/4" X 91/2" (2) 2 X 12'S BEAM ' R-30 FIBERGLASS INSULATION e (3) 2 X 12'S ML BEAM 11'-8" 61_8" " W/CRAFT PAPER VAPOR BARR a BEAM - STARS: 8" THICK POURED 0 13 RISERS 0 7 3/4" 2 X 4 STUDS 0 24" FOUNDATION WALL i 2 X 4 STUDS 0 24" 6'-7V2" 10 TREADS 0 9" O.C. W/R-11 FIBERGLASS O /�N W 1 FIBERGLASS _ W 1 SPLIT LANDING INSULATION, W/4 ML �A /4 MIL. - POLY VAPOR BARRIER " " POLY VAPOR BARRIER " " 8 X 16 CONCRETE FOOTING (3000 PSI) s� 36-8 & 1 AR SPACE BEHIND& SPACEBEHIND REINF. W/(2) - #4 BARS (TYP) n 01IS70411104IJ-27SKN P FOOTING OVER UNDISTURBED SOIL, FOOTING s guar e TO BE MAINTAINED AT 4'-0" MIN. �� ' SARATOGA SPRINGS (518)581-8079 38'-0" BELOW FINISHED GRADE �°�20Q°P� �w Yq�c izsss SIO� (518)587-2"9(FAX) SECTION C C CROSS SECTIONS SCALE: 1/4 1 -0" SACCOII RESIDENCE DALE X" MR N ND. S M ND. 2003.033 APRL 17, 2003 AS SHOWN CS-1 5 54'-0" B � 22'-0" 30P-019 2'-0" 22'_0" 41_6" 9'-111/4" 12'-71/4" 2'-11V2" 2'-0" LIMIT OF FIRE T FLOOR B LOW _ _ _ Ir - - - - - -- - - - - - - - - - - - -1i NOTE: LIGHT & VENTILATION SCHEDULE I I I PROVIDE SAFETY I I I I GLAZING IN ACCORDANCE I WITH SECTION 308 OF LIGHT VENT. EGRESS(SF.) MIN.EGRESS OPENINGI I ROOM 210 i iF21 RESIDENTIAL CODE OF N.Y.S DEN/STUDY 1073 8 E ACTUAL CODE ACTUAL CODE ACTUAL CODE ACTUAL I i ® �� 2167 5D 5.70 5.7 2520 ROOM 2033 1626 19.82 2520 FAMILY ROOM 1902 14.41 3636 7 4293 5D DOOR 24" 3013 16 224 ' 1" (3) 2 X 12'S HDR. '- ' S'- �N BREAKFAST AREA 101.7 3694 4 5D 5.7 24 2520 5 7 BONUS ROOM 176D 14D 1982 7D4 11.4 5.7 5.7 24 2520 0 0 0 �� =N Cv BEDROOM 1 13595 1087 1982 544 11.4 5.7 5.7 24 2520 iO I I cnc� I MASTER8 ROOM 2ROOM 11553 9 4 3982 5.7 24 2520 I �, MSTR to 1982 4r62 11.4 5.7 5.7 24" 2520 BATHzq" BATH # NOTE: VERI Y ALL WINDOW INFORMATION W/BUILDER IN FIELD BEDROWINDOW SC - - - - - - - - - - - - - - - - - - - - - - - - - - � REDUCE ANDERSON 200 SERIES II NOTE: �� °b I I ;N PROVIDE ACCESS OPENING ° Q smoke & ao L- O z ° A NUMBER LOCATION MODEL TYPE ROUGH OPENING GLASS VENT. EGRESS WIDTH HEIGHT QTY. °O A MIN. OF 22" X 30" TO AREA C z Detector �3 Q �.r 101 GARAGE ' " 8D3 4.70 4.70 in I _I N � o > M DOUBLE HUNG _ _ BEHIND KNEE WALLS n J IA " d' b o �' tot GARAGE 244DH2846 DOUBLE HUNG 2'-8' X 4'-6" 8A3 4.70 4.70 I I 5,_ ," " 1 - y2 r� 2,_4" co ,_ . 8 20� 23.70 M 0 HIGH KIEWALL DOU13LF HUNG _ " " 9 325s2520 1 ks-VR� -4 2'-6" 105 DEN STUDY 244DH2O49 DOUBLE HUNG 5881 5.70 2056' 2520 1 z 6'_0" PROVIDE z smoke HALL 11-6 " - - o ^N z z 107 LIVING ROOM 244DH3049 U�E HUNG 3-0 X 4-9 9911. 1 I X _ �' °0 ATTIC ACCESS I Detector to Smoke & ° ~ I r7 MIN.22" X 3 " M°o�o rde OPEN I etector a, _ 108 FAMILY ROOM 244DH2449 2-4 X 4-9 722 430 4 24.56 N o -I LINE OF 8'-1 1 8" I CLOSET _I y - 7590 cv o 109 FAMILY ROOM 244DH2449 DO HUNG N _ _ _ _ _ / _ _ - _ �"� �_7v- c`' p° tO' RAIL ^ ;,� _I FAMILY ROOM 6-0 R 6-0 X 6 8 9 722 430 430 245634,33 CEILING -� - - - - � I 7-8 N BREAKFA T AREA 2 244DH2849 5-4 X 4-9 1712 10D DOOR 3013 16 1 2856y " _ 6-0 " BREAKFA T AREA 2 244DH3049 TW DO HUNG 6-0 X 4-9 19a2 11.4 570 325s 2211 SET TOP OF 3 2 - z 122 x 3ca�ap N �, WINDOW 6'-6" I N I I I 201 2 244DH3049 TWIN DOUBLE HUNG A - - -r w 1982 11.4 3 2533 t N r� 10'-6" �` O A 203 -WALK CLOSET MASTER BEDROOM SE 315 3-01 2 X 4-117 8 ---- ---- ---- ---- FINISHED giolce 2'-6" p v zN - 3-0 X 4-9 991 5.70 5.70 3256 2533 1 b Detector -. MASTER .�. o MASTER BEDROOM - 4-9 570 5.70 3256 2533 1 Spoke z -� o O c� I MASTER BEDROOM -0 X 4-9 570 5.70 3256 2533 1 BONUS ROOM WALK-INc) Detector DN I r - w z BEDROOM �, __F I cm s MASTER BEDROOM _ _ I I 5.70 5.70 3256 2533 1 - - - " w _I MASTER BATH CN 23 TWN CASEMENT -51 4 X 3-01 2 7.0 62 23 1 t 5 311 16 1 LINE OF 8-1 1/8 CEL NG 17'-6" ,�I CLOSET 6-3y2 3-2 ;,, I z a 209 MASTER BATH cN 23 TWIN CASEMENT -51 4 x 3-01 2 7A s2 23 311 1s t c� cn o I I 244DH2430 D0 HUNG 6-Cr X 4-9 9 11.4 5.70 2533 1 251 N 5'-0'" HIG KNEEWALL 3'-11 3'-9 2" 3'-10" I w vwi z _ r _ _ _ _ o I N 52 I I 211 BONUS ROOM 2 2440H3049 6- X 4-9 1992 11A 5.70 3256 2533 1 STARS: � w � N 16 RISERS 0 71,/2 N I ** I I NOTE 'i 4 TREADS 0 9 I WIC ?1- 20-6" NOTE: VERIFY ALL WINDOW INFORMATION W/BUILDER IN FIELD o PROVIDE ACCESS OPENING W 1 SPLIT LAIC I �' I A MN.OF 22" X 30" TO AREA � aN I 6'-10�i" 11'-61'2" M MN po � i i � BEHIND KNEE WALLS BEDROOM �1 � 3,_3" '_ ,_ " ,3 726 5 2 7yi - _ _ _ _ _ _ _ GIRDER TRUSS _=_=_ - - - - - - - - - pMC:) N � 10'-1" PORCH BELOW CV (3) 2 X 12'S HDR. e r O O \ / s N N � 201 // O o - - CV C/ V 1 Roof B ow 22'-O" 5'-6" 5'-6" 3'-1" 6'-5" 6'-5" 3'-1" 2'-0" WIN 22'-0" 1f_0" 19'-0" 2' 0" B C 54,_0" SECOND FLOOR PLAN FIRST FLOOR SQFT. = 964.1 SECOND FLOOR SQFT. = 9432 Scale: 1/4"=1'-0" TOTAL Qom' 1'90 BONUS ROOM SQFT. = 17s o SQFT.WITH BONUS ROOM = 2,083.3 CUSTOAIHOA/EGESti^N 6 MEGHAN COURT SARATOGA SPRINGS (518)581-8079 072040 NEW YORK 128M (518),587- 2649(FAX) SECOND FLOOR PLAN CHWOM SACCOII RESIDENCE FMWMMM 2003A33 APRIL 17, 2003 AS SHOWN SFP-1 4 GENERAL NOTES: 1.ALL CONSTRUCTION TO COMPLY WITH THE NY STATE BUILDING CONSTRUCTION CODE APPLICABLE TO ONE AND TWO FAMLY DWELLINGS TO THE NY STATE ENERGY CONSERVATION CODE,APPLICABLE LAWS,STATUTES,AND ALL LOCAL RULES AND REGULATIONS.BUILDER TO BE RESPONSIBLE To N.Y.S.CODE REQUIREMENTS. 2.COMPLY WITH ALL LAWS AND RULES AND ORDINANCES AND ORDERS OF ANY 54'-0" PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. B n C n " 3.TMCONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, 22-0 14-0 16-0 '_ ALL PORTIONS OODSI AF THEWORK.UESI �S'AND PROCEDURES AND FOR COORDINATING '_93 4.THE PROFESSIONAL�v�OENGNEER DO NOT EXTEND TO OR2'-6" 19'-j" $'_ �4n 5 /4 7_9/4 $_2/4 " INCLUDE THE W OR OBSERVATION IEONTRACTOR'S WORK OR PERFORMANCE OF THIS JOB. THUS,THE ENGINEER IS NOT RESPONSIBLE AND IS TO BE HELD HARMLESS BY THE OWNER FROM ANY CLAN OR SUIT (2) 2 X 10'S HD 11121 WHATSOEVER,INCLUDING ALL PAYMENTS OR COSTS INVOLVED ARISING FROM OR ALLEGED TO HAVE ARISEN FROM THE CONTRACTOR'S WORK TO CONFORM TO THE DESIGN ITEM.8Y MINIMUM PLATFORM SAFETY GLAZING 5.IT IS THE Bt1LDER'S RESPONSIBILITY TO REVIEW ALL DIMENSIONING AN _ REQUIRED TO BE REQUIRED IN ACCORD. n n 00 DETALNG PRIOR TO CONSTRUCTION AND TO ASSESS AND VERIFY MEASUREMENTS BR AKFAST -4 111 72 X 36 IN ACCOR . WITH SECTION R308 I OF DOSING CONDITIONS PRIOR TO CONSTRUCTION. Z `" AREA of �, W/SECTION R312.12. OF RES. CODE OF N.Y.S. "' o s z `D NY STATE N (4)13/4'x 117 8"ML BEAMS � ►'� T� 6 CONSTRUCTION CODE APPLICABLE TO PLUMBING AND NYALL PLLWING SHALL BE INSTALLED IN ACCORDANCE �STA HEALTH LIMIT OF SECOND FL R BOVE I I I -(D T DEPARTMENT REQUIREMENTS. 0 0 x - - - - - - - - - - - - - - - - -It I 0 7.ALL IJGHTNG,WIRING,GROUNDING AND DEVICES SHALL 8E ULRATED M (2) 1 3/4" X 9 2 M.L. HD 110 , I 1 LISTED AND COMPLY WITH NEC INCLUDING GROUND FAULT PROTECTION FOR dl ALL BATHROOMS AND EXTERIOR OUTLETS. 2'.4�4/ p N 16'-0" r 8.PROVIDE SMOKE DETECTORS ON EACH FLOOR,IN OM,AND N HALL ADJ.BEDROOMS,AS PER CODE REQUIREMENTS 2'-40" v v 00 ALL SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY BACKUP. i ® s.PROVIDE DIRECT OUTSIDE COMBUSTION AR FOR FIREPLACE N ACCORDANCE 5 2'-8" I I b -O" M 10.D r� 09 ^ �THE N.Y.STATE ENERGY CONSERVATION CODE DRAWINGS NOT TO BE SCALED FROM FOR FELD WORK PURPOSES. 1 X I � FAMILY 11.ALL WINDOWS INTENDED FOR EMERGENCY EGRESS HAVE TO HAVE A MAX. I x SILL HEIGHT OF 42"OFF FINISHED FLOOR N I cn ROOM io 12 ALL HEADERS TO BE 2 s0 ,_ „ 3'-0 y2" ,_ y„ c r sp o ( )2X10'S UNLESS OTHERWISE NOTED. 2 p ll�J1 3 0 2 x OPTIONAL I I I&CHl&fY TO BE 24'ABOVE AN STRUCTURE WITHIN A 10'-0'RADIUS ZERO'aN KI CHEN N GAS FIREPLANCE CE MEASURED FROM CENTERLINE OF CHIMNEY FLUE r g'-6" 4'_3L2" 15'-8�" = s 1/4'MAX RISE. 9"MN.RUN o h— r ALF .aN F018 n PLUS 11/8-NOSING . 0 1 0 =_� 4'-0" ro OAD BEARING °O HALF '1 2-S MN.BETWEEN HANDRALS a c� 3/4/ HR. RATED 1 - _ - _ _ BEARING _ I WAL COL�JMI�,S I PROVIDE LIGHT N STAIRCASE 0 0 101 w z INSULATED METAL DOOR `�' O WALL CLOSET �" - _ - _ _ - "� WAL o M 6-O I HANDRAILS: o N � N C LABEL & ASSEMBLY 2) 2 X 1 _ '_ 2' 0� - - - - HANDRAILS SHALL BE INSTALLED BETWEEN 34 AND 38 AS MEASURED Z a a W/ SELF CLOSURE BEAM�N n s (3)2 X 10'S BEAM ABOVE TREAD NOSING n HANDRALS SHALL BE INSTALLED ON AT LEAST ONE SIDE OF STARS WITH c o N 3 2 I DN I 14 6y2 TWO(2)OR MORE RISERS. A of w cWi� ^ Uv =N MINIMUM WIDTH OF ALL STARS SHALL BE 36'ABOVE HANDRAIL. w = N 'I o -1 � SMOKE CM A MINIMUM WIDTH BETWEEN HANDRAIL AND WALL SHALL BE 311/2" Of w 0 2 CAR GARAGE `v I c LIVING MINIMUM WIDTH BETWEEN HANDRALS SHALL BE 27" �, LAV DETECTOR WHEN HANDRALS ARE INSTALLED ON BOTH SEES 3s"VANffY ;' _I ROOM v SPACE BETWEEN HANDRAIL AND WALL SHALL BE A of 11/2' M o PROJECT MORE THAN 41/2'FROM FACE OF WALL. ' n n " 15.ALL CONCRETE TO BE 3000 PSI-28 DAY UNLESS OTHERWISE NOTED. n n n 3-0 -11 STARS: ° _ sN 5/8 TYPE X GWB 16.LUMBER TO HAVE MINIMUM Fb=1000 PSI(FOR REPETITIVE MEMBER USEI (2) 2 X 10' 7-1 '-10yi" 16 RISERS ® 71�2" MN 17.ASSUMED SOIL BEARING VALUE OF 2000 SF CONTRACTOR TO VERFY PRIOR ON ALL GARAGE WALLS 1 ON BOTH SIDES OF WALLS BEAM BEARI 14 TREADS 9 0 1 To CONSTRUCTION. OPEN RAIL W/(1) SPLIT LANDING 18.PROVIDE WOOD OR METAL BRIDGING EVERY 8'-0'O.C.BETWEEN JOISTS, 0® ADJACENT TO LIVING AREAS WALL i i T t N 1s UNLESS EN OTHERWISE NOTED.PROVIDE NAILS AT EVERY BEARING. 0 AND ON ENTIRE GARAGE CEILING o BEARING WALLS ON OPENINGS 6-0 OR GREATER SHALL I 1 1 1 1 ENTRY BE SUPPORTED ON EACH SIDE BY A MN!"of TWO(2)STUDS THE SIZE _ OF THE ADJACENT WARNG WALL(USE SINGLE STUDS FOR OPD44GS UNDER 5'-0'j `D (2) 13/4" X 11 7/8" (2) 1 3/4" X 11 7/8" DEN STUD I I 20.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS AND DOUBLE JOISTS MICROLLAM BEAMS 21'-8V2" MICROLLAM BEAMS UNDER ALL PARALLEL PARTITIONS 18'-81/2" (EXCEPTION:DO NOT USE DOUBLE JOISTS UNDER PLUMBING WALLS) N U 3-0 " 2L FRESTOPPNG SHALL BE PROVIDED AS PER SECTION 717 OF THE NEW YORK _o O STATE BUILDING CODE 22 DESIGN CRITERW- x c SAFETY GLAZING 10 FO7 LIVE Logo REQUIRED IN ACCORD. FIRST O O N ® s s FLOOR�DEFLECTION LIMITED TO 1 360 10'-1" WITH SECTION R308 PORCH 4 1 / (3) 2 X 10'S BEAM (FLUSH OF RES. CODE OF N.Y _ `n -1 GROUND SNOW LOAD=85 PSF. BA51C WIND SPEED=90 MPH 0 0 (2) 2 X 1 S BEAM "� 21 ELECTRICAL WRING AND EQUIPMENT DESIGNED AND INSTALLED IN WITH ANSI,NATIONAL ELECTRICAL CODE,AND SHALL MEET ALL N N (2) 2 X 10'S HER. 31[ 6 2' 6 2' 6' 2" 3" b o N LOCAL CODES. 1 I 24ALL GARAGES SHALL BE SHEETROC KED WITH 5/8'TYPE'X"SHEETROCK TO N TO COMPLY WITH N.YS.FIRE PREVENTION do BUILDING CODE Fi0 10 M 25.DOOR FROM GARAGE TO LIVING AREA SHALL BE METAL INSULATED'C'LABEL AND ASSEMBLY WITH SELF CLOSURE 26.ELECTRICAL SWITCHES MUST BE BLOCKED AWAY FROM DOOR TO ACCOMMODATE 6'-0' 10'-0" 6'-0" 1 0 2'-0" 2'-6" 2'-6-1- 2'-0' 1'- " 3'-1" 6'-5" 6'-5" 3'-1" 2'-0" 31/Y TRIM. 27.ALL BATHS W/O NATURAL VENT.SHALL BE EQUIPPED WITH MECHANICAL FANS DIRECTLY VENTED TO THE OUTSIDE n 11'-0' 19'-0" NO 22-O 2'-O" t�BBMW ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE B ABLE OF ABSORBING OR TAKING UP AND HOLDING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER RETARDER LOCATED ON THE WINTER WARM 54'-0' OF THE NSULATION. 2.INSULATION SHALL BE INSTALLED N A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES,SILL LINES,BAND JOISTS AND CORNERS. FIRST FLOOR PLAN. 3. ION AR INFLTRAT BARRIERS SHALL BE INSTALLED WHETHER A VENTILATED FIRST FLOOR SQFT. = %41 SIDING MATERIAL IS INSTALLED OR THE SIDING TECHNIQUE NECESSITATES SECOND FLOOR SQFT. = 9432 A LOOSE FITTING APPLICATION. SCALE: 1 4"=1'-0" 4.BUILDING TO BE CONSTRUCTED AND INSULATED N COMPLIANCE WITH THE TOTAL SQfT.=1,9073 N.YS.ENERGY CODE,'U',"R"AND INFILTRATION VALUES FOR ALL DOORS OPTIONAL- BONUS R SQFT. = 176.0 AM WINDOWS. SQFT.WITH BOMJS ROOM 2p833 P� Of DR.Ej4 HzCj 4REY 9fffwjHjr.E n 0l1Sr0#110#lCXSKN v 6 MEGHAN COURT 022°Q'a �ti� �Y�� (518)581-8079 (518)587-2649(FAX) FIRST FLOOR PLAN SACCOII RESIDENCE MW MIM ME TAE WAWW N& sir NM 2003.033 APRL 17, 2003 AS SHOWN FFP-1 3 52'-0" B 22'-0" C 14'-0" 16'-0" 1 -0" 3'-0" 18'-0" 14'-0" 16'-0" APPLY DAMPROOANG (ASPHALT BASE SEALER) TO EXTERIOR SURFACE OF FOUNDATION WALL BELO FINISH GRADE (TYP) s w I ° i 8" X 16" CONCRETE FOOTING i I z a cn o i °, I (3000 PSI) WITH 2 - #4 BARS (TYP.) r UJ M OVER UNDISTURBED SOIL,FOOTING o 0 o o " '- TO BE MAINTAINED AT 4'-0" MIN. 0 0 ° 6'-4" N 6'-4" '° BELOW FINISHED GRADE I . I _ - - - - - - - - - - - - - - - - - STEP FOOTING BACK i _ - _ _ _ i - 2 X 12'S BEAM' .L - - - - - i DOWN 3-10 AT THIS I Z0-N R�L J�IN�fi Z - - - - - - - - - LOCATION i i I_ _ i " " i •° I E M POCKET i BEAM POCKET " 8 THICK POURED 4-0 14 X 4 D X 9 3/ H 4 W X 4 D X 9 3/4 H FOUNDA ION WALL '► C'• TYP.BOTH ENDS o o �� _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� I (T P. BOTHENDS) o ( ) � s a _ _ VERIFY LOCATION I ° — — —� — _ d _ — — _ e =— — e ►. i Z; BASEMENT N ®, mi , - ; OF WINDOW W/BUILDER i - - - - - - - I ►, ® 01 Z4" of ► I i i IN FELD (TYP) DROP FOUNDATION W LL I r F- cn CONCRETE SLAB (3500 PSI) (XI i 1'-0" FOR GARAGE & SERVICE DOOR '° °1 Uo a o I W/ 6 MIL. POLY MOISTURE BARRER �i IN SHADED AREA (TYP.) '► ~M '� FINISHED SMOOTH, OVER COMPACTED wI Of N z I LINE OF FIREPLACE � o GRAVEL OR CLEAN SAND FILL ° - °' c�o u I �I _ = CANTILEVER ° 2 CA GARAGE ' 6'-3" 7'-4" 7'-3" 7'-10" I '► I N i ' I �UNEXCA ATED EARTH I '► _ 3" DIA. STEEL 0 0-POST (TYP) _ _ r ►. o � � r s ' '► I I I 1 4" X 91 2" M1.BE M � � � APPLY DAMPROOANG `4 I of i I 4 CONCRETE SLAB (4000 PSI) I - i - —� i - - ► ' ASPHALT BASE SEALER TO N � o FINISHED SM OTH REINFORCED i I Smoke i_ _ _ ( ) r - EXTERIOR SURFACE OF o ° W/ 6 X 6 #1 X #10 W.W.M. OVER ' 4E W X 4" D X 8�H BASEMENT STAIRS: BEAM POCKET - ' '► ' COMPACTED RAVEL OR CLEAN SAND FILL o0 (TYP BOTH ENDS RAILING 13 RISERS 0 7 5 8" 4" W X 4" D X 8" H °, FOUNDATION WALL BELOW A o ► ( ) "/ FINISH GRADE (TYP) ,, i o 10 EADS 0 9 (TYP. BOTH ENDS) I ►, i N I i N I ► �; I W 1 PLIT LANDING I i i I z i ►► w o N I BASEMENT STAIRS MUST HAVE w ° I I ► I `n � ' m � ' I CLOSED RISERS. MUST HAVE °D 0 o I ® i HANDRAILS AND GUARDS ON (n BOTH SIDES IN ACCORDANCE v w I " " ► 1 Z o 2 X lOS BEAM o ;r, z •, 8 X 16 CONCRETE FOOTING " " I a i �° ,� I_ ( " I I WITH SECTIONS R315 & R316 I i (3000 PSI) WITH 2 - #4 BARS (TYP) 8 X 16 CONCRETE FOOTING J c0 ►, o N 7 4 OF THE RESIDENTIAL CODE OF NYS. ° OVER UNDISTURBED SOIL FOOTING (3000 PSI) WITH 2 - #4 BARS (TYP) I ► I - ,`; ~ „� Im " " " ® �° TO BE MAINTAINED AT 4'-0" MIN. OVER UNDISTURBED SOIL,FOOTING a � DROP FOUNDATION WALL I BEAM POCKET I o 2-6 X 2-6 X 1-0 0 ' BELOW FINISHED GRADE " '► i o o " i " " " i CONCRETE PAD FOR TO BE MAINTAINED AT 4'-0" MIN. M o0 1-0 FOR GARAGE DOORS •° 6 W X 4 D X 9 3/ H LALLY COLUMN REII�ORCED N BELOW FINISHED GRADE ►' 21'-4" IN SHADED AREAS (TYP) (T P. BOTH ENDS) �c� VERIFY LOCATION I I i I o _ W (2) #4 BARS EA. WAY I i i - - - - - - - - - - - - - - _ - - - - - - - - - - - - ► - - _- CONTROL JOINT -r= - _ - - - - - _ - - - - - _ - - - - I OF WINDOW W BUILDER IN FIELD TYP. - - - - - - - - - - - - - - - - - - - - - - - - 4�_0� -I i (3) 2X12'SBEA �� ►' - - - - - - - - - - - - - - - - - - - - - - - - - I � ►' I ► Ir o of ► i 4 CONCRETE SLAB (4000 PSI) COMPACTED I ► I ► X FINISHED SMOOTH, REINFORCED EARTH FILL o 0 I I 1' W/ 6 X 6 #10 X #10 W.W.M. OVER ;r, ;�; STEP FOOTING UP T I ►, I " I COMPACTED GRAVEL OR CLEAN SAND FILL _� "' `" 4-0 BELOW GRADE I - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - J I AT THIS LOCATION - e a e o APPLY DAMPROOFING - -� - - - - - - r� - - - - - - r _ N ASPHALT BASE SEALER TO ` ` - - - - - - o 0 ` — _ - - — � CV CV EXTERIOR SURFACE OF LINE OF BAY FOUNDATION WALL BELOW CANTILEVER FINISH GRADE (TYP.) NOTE: 0" 9'-6" 1' 0" 11'-0" 19'-0" VERTICAL WALL REINFORCING SHALL BE PROVIDED 30$-0" CONSISTING OF #5 BARS 0 48" O.C. IN ACCORDANCE 22'-0" WITH SECTION R40412 OF THE RESDENCTIAL CODE OF N.Y.S. B 52'_0" C FOUNDATION PLAN FOUNDATION NOTES: SCALE: 1/4"4-0" 1.ALL CONCRETE TO BE 3000 PSI-28 DAY UNLESS OTHERWISE NOTED. 2 ASSUMED SOIL BEARING VALUE OF 2000 PSF.CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. 3.WOOD SILL PLATE SHALL BE ANCHORED TO FOUNDATION WITH ANCHOR BOLTS AT A MAXIMUM SPACING OF 6'-0"O.C.AND LOCATED WITHIN 12'FROM THE ENDS OF EACH PLATE SECTION. 4.ANCHOR BOLTS SHALL BE AT LEAST 1/2'N DIAMETER AND SHALL EXTEND A MINIMUM OF 7'INTO CONCRETE WALL 5.FOUNDATION DRAINAGE SHALL BE PROVIDED AROUND PERIMETER OF FOOTING IT SHALL CONSIST OF A MINIMUM OF 4'DIAMETER PERFORATED PPE EMBEDDED N CLEAN GRAVEL WHICH D(TENDS It OUT FROM OUTER EDGE OF FOOTING AND 6'ABOVE THE TOP OF FOOTING.GRAVEL SHALL BE COVERED WITH AN APPROVED FILTER MEMBRANE. 6.FNISH GRADE SHALL NOT BE CLOSER THAN 6'FROM TOP OF FOL14DATM 7.BACKFLL PLACEMENT SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICENT STRENGTH AND HAS BEEN ANCHORED TO THE �F FLOOR ABOVE OR HAS BEEN SUFFUENTLY BRACED SO AS TO PREVENT A��pN OB.9j 4 VS6�2P94 [INL 124fl.T.920 DAMAGE FROM BACKFILLNG. 8.FOOTING DOWELS SHALL BE PROVIDED TO CONNECT FOOTINGS TO WALLS, �G AND SHALL CONSIST OF#5 BARS 0 4'-0'O.C.BARS SHALL EXTEND A M1110UM OF 12"OUT OF TOP OF FOOTING AND SHALL BE EMBEDDED A MNMUM OF 6' CUSTOAl HOAlE a 7SKN INTO FOOTING. 6 MEGHAN COURT 9.VERTICAL REINFORCING SHALL CONSIST OF J5 BARS 0 48'O.C.AND 72 0 12'OUT OF FOOTING PLACED AT 4'-0'O C.AND SHALL BE LAPPED o 079 NEWSARATOGAK SPRINGS (518)581- 264 12 5 FOOTING DOWELS EXTENDING VERTICALLY TO WITHIN A' SSIO�P�' NEW YORK 12866 (518)587- 2649(FAX) OF OP OF WALL ON ANY WALL OVER 5'-O'HIGH. 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LLG _ P.EGC s 1 N Ro AID S74p28 474E 42.42, l \ 1 18 f 43,854 sq. ' t 1.01 acres NO-CUT'`•• \ \ .,ZONE OVERIIANG �, PORCH �'` 137.20' 2 STORY w o� WOOD FRAME HOUSE CUNDER y 10 CONSTRUCTION3 �4 it 28 - , "EMY CERTIFY TUT THIS MAP , FIELD 5UAe WAS PREPARED �, - �4'`-,,\ •`. •' FROM AN ACTUAL vEY- `' 225.00` THIS CERTf1CAMON SHALL RUN ONLY TO THE PERSONS N83°22 004W FOR WHOM THE 51$tVfY WAS PREPARED. AND ON TtIM BM IALF TO THE TITLE COMPANY. GOVERP!21+ITAL AGENCY AND LENDNG INSTITUTION LISTED HEREON. CERV"TIONS ARE NOT TRANSFERABLE TO ADDITONAL NSTRUnONS OR UaSEwENT OWMi:RS, CERTM TOs JOSM + ANTONETTE SACCO j I CARTER ONE dAMG NA- R'S SUIGCCSSMS,AND/OR ASWAS Lww NSUAtANGE COMPANY 19 S- Cog � d 1 MATITOW r aft S 0135 DATED• AUGUST 13. ' ' �- Date, 1NWAMOpEp alau LAW CR Boa" to A SAW & � '�.{ W"�°° -� stag of a Survey made for Steves Scale 1'=30, �r vonc srX mucAIa wr "OI.Y�f4p11,1laiYlptlfA A,01l. A;AL AWL K CirAWM 10 K WM wua f{' Vw Landurwe ors aRVZW "" Joseph & Antoinette Sacco 5-- 1 ��� � A it TE ItA�010f QATS M�OaA70r OT►'AaFArmIM. Um away"Na wrwanow AWL AM ALY W ft Fm m►rae war DE am&a FlADMAN No 168 Haviland Road Queenabury, New York 12804 "°°'�""°'H°"°"""`"'°"""'mmm"° Queensb BFfET t OF t �.,A,�.�. .�., Town of ury, Warren County, New York (518) 792-8474 New York IAc. No. 50135 SACCO N0. DATE DESCRIP77ON DWG. NO. 8Ulb-18