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2004-373 TOWN OF QUEENSBURY . 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes.. (518) 761-8256 CERTIFICATE OF OCCUPANCY 4 - Permit Number: P20040373 Date Issued: Tuesday, February .1-5, 2005 -This is to.-certify that work requested to-be-done as shown=b Permit Number: - - ` - - �v q y P20040373- -� '= has been completed. .' Tax Map Number: 523400-316-013-0001-.028-000-0000 Location: 187 BIG BAY Rd Owner: MICHAEL WEIDMAN Applicant: MICHAEL WEIDMAN 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: P20040373 Application Number: A20040373 Tax Map No: 523400-316-013-0001-028-000-0000 Permission is hereby granted to: MT('HAF,T,WF,TDMAN For property located at: 189 BIG BAY Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and.in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: MICHAEL WEIDMAN 20 ELIZABETH Ln Garage-2 Cars Attached Single Family Dwelling $145,000.00 QUEENSBURY NY 12804-0000 Total Value $145,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-373 187 BIG BAY ROAD 1456 SQ FT SINGLE FAMILY DWELLING $223.12 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, June 10, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Thursday, June 10, 2004 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement fi Check Residential Plan Review: One&Two Family Dwellings YIN/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 1` 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: / Window Schedule With Glass Size , r 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. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Required C3 i Lz� UP 'E \ 6 Pt Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls C P-rJLA.3FL 1G Platforms At Exterior Doors / Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise << Spiral Not Allowed From 2n Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides O Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed 1 Project Name: lxl'ii wt a,f BP# —3 73 Address: /V &; AY & A Wy Building Permit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBudding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ............... ... ................... ❑yes [:]no ❑n/a 2. EnergyForm or CheckMate Energy Cade CAmpliance Forms Complete .. /i(�- yes ❑no ❑n/a (2 copies) 3. Energy Code Inspector's Report from CheckMate Program.. ... ... ... ..... OTyes ❑no ❑n/a (2 copies) 4. Septic application completely filled out Cif applicable)... ............... ... ... �Y� no El 5. Solid Fuel Burning or Gras Appliance Form... ......... ...... ... ... ...... ... ... .❑yes Ono Wa 6. Electrical Inspection Form... ...... ... ... ........................ ......... ... ... .. Vyes Ono ❑n/a 7. Two(2) complete sets of structural drawings.............. .................. ... ..0yes ❑no ❑n/a a)floor plan;b)foundation plan;c)cross sections:d)elevations; e)window and door schedule 8. Two(2)site plans showing location of the structure to be built,...... ... ... Oyes Ono ❑n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from propertylines to new structure... ...... .................. ... .. Ono ❑n/a lo. Setbacks to neighboring wells and septic systems,including onsite well... . ❑yes ❑no Pgv a and septic systems (if applicable) 11. DrivewayPemut... ........ .. ayes Ono ❑ a Q� w� Date: i Staff Initial: L:\SueI-keening-,vay\Bdding.Pernut_FORMS\Generic Checkkt_doc )anuaq 28,2003 Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761.8256 A permit must be obtained before beginning construction. Permit File No. -3 No inipection will be made until applicant has received a Fee paid $ 1 valid wilding permit. All applicants' spaces on this Roo.Fee Paid " application must be completed and must appear on the Reviewed By' applioation form. Applicant: -t a m-ak) Owner: Address: Address: Li Phone#(L/L.) 7 - C Phone#(`) Property Location: Lot Number: / House Number!2!/ gLc,3 ame: r z ',e Tax Map Num r' B' Subiivisian N � New Building: residence)1 commercial 'Estimated Market Value of Construction. $,/7's 00 92 a Addition: res once 1 commercial If an Addition,what will use of now addition be? a Alteration: residence 1 commercial O No change to exterior size: residence I com'1 0 Other work(desoribe Check occUpancyInformation 1' Floor 2° Floor Other floor Total Below sq.it. sq.ft. sq.ft. Square Feet Single bmily dwelling -2—Y 1 7 L&L o" Two AMPX dwellin El=(,�,—�I V C Townhouse U. ° w a Multiftmily dwelling zoo #of units a Office 4 to n5 QUEENS',urn o Mercantile _f)jMG_A! � a Maaufaotuzia a 1 car detached g=ge D 2 car detached garage a 3 car detached 9=90 a 1 oar attached pmge je 2 oar attached garase a 3 car attached garage a Storage building- cornmercial a Storage building- residential o er What is the proposed height of the structure feet O inches Will any second-band or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil /&I/wood forced hot air baseboard/other: Number of 'tr,- �euigpas to be installed VV- Number o Wieds foves to be installed rD List below the person(s)responsible for supervision of work as regards to building codes: _ Name_- — t dd=ess" - - Phone Numb or Builder a 5 lff C� Plumber /Y1 Mason Electrician Declaration; please sign below after you have carefully read the statement: To the beat 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 Uwe 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 Al lutlt Survey by a licensed surveyor;drawn to scale,showing actual location of all no Signature, er,Owner's agent,azchitect,contractor ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS . Compliance Methods:Part 5 -Acceptable Practice Method—1&2 Family Dwellings(only) Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelling, Multi=Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance,Commercial Buildings-M Rise Residential *Requires submission of worksheets � � ��-3 APPLICANT'S` nr (�NAME: PROPERTY LOCATION: PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area-- square feet 2. Type of heat- Electric . Oil _Gas Other 3. Is building mechanically cooled? yesNo 4. Percentage of area of windows and doors Over 17% Under 17% 5. R VALUES FOR INSULATION GIVEN BEL•OVA MUST CORRESPOND TO R VALUES AS , SHOWN ON PLANS SUBMITTED: a: Roof R :3 8 b. Exterior walls R�� C. Glazed areas Rom_ d. Exterior doors Rom _ e. Floors over unheated spaces 1 V�A — f /Edge of slab on grade(heated building) 117- g. Basement/cellar ymlls(above grade) R tQ h. Basementicellar walls(below grade) R d O i. Heating/cooling-ducts-piping in unheated space R`"'94 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED Aanf's ig�at Date . Phone Number INSPECTOR'S REMARKS: t Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: .......................................................................................,.,........................,..{ • j .Location of installation:4 7 Q ti� tv � (�uee���vT Office Use File Permit No. 37 Tax Map No. Owner's Name: c LAP �L�JP,k Fee Paidw► f ...............................................-........................,.....,......, Address: `�7 r` �/ �� 0 Kg5/,V r Lj 2. INSTALLER'S NAME I r (( -ArevV PHONE NO. ��3 J76-1 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980-1901 x 130 gal/bdrm = —1�4 E C S V E 1991 -present x 110 gal/bdrm Garbage Grinder Installed yes_ / no Z5- J IJ U N 0 1 2004 Spa or Hot Tub Installed yes_ ./,no y TOWN OF OUEENSBURY BUILDING CODE 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) Tonography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water SuDDI lat ` san at what depth at what depth unici a ]Vol oam feet —feet well Steep slope clay if well;water supply slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: %CVQ gallon(min,size 1,000 gal) Tile Field: each trench Qfl. Total System Length: ZQO ft. Seepage Pit(s): number of A } size of each: ft. by ft. Size Stone to be used: # 7 J depth or thickness _feet Bed/System Size: Z 4 x Alternative System: J length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity:_ _gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. y 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. i nature of responsible person Date srwom and Howtil a Disi ;4stl t:ItTr�ri�•:• Av))cctulix t: • n 11"SOR1''d' 0N. I1'1 I'1.01.) ' SI�:1'I11t1�'1'1WIN I�:Ir�Zt,I1 ILIfit�]I�:I�J'1� . r ' 1 ' Pptvp ' 'cu+tuT c�S'T•Ic� �� �•..r, .rT u�m•.� . ' r 00 77 • , f�. 1 1Sou sE 4 �£ r , ♦�o " l lov=vl t1 . 1 ..,.�... ` ,�''r•y �"'".,., 1 t}t'�ttttl:�lTirr t � r r w r . 1+�y�RPt1C1 S Fr1RL© . J r,...r,•r- ant, ' r • r 7• SIONA.TU �T r --f� Queensbury Building & Code Enforcement - Residential Final Inspection Office No. 518 761-8256 Arrive: am/ art: 1 "am/ m { ) n' P P Date Inspection request received: _ Inspector's Initials: NAME: \�C. \ �� �� \ PERMIT#: 0(`' ._3 / LOCATION: 1, DATE: — 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" VJ 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 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 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 1 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 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/'/a 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"aces , 1 s . ft.-150 s .ft, vents Building No./Address v sib from r d Final Electrical :? Site Plan /Variance re uir d ,Q.��/JBv,� I� Final SurveyPlot Plan ew 'I ACC As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required J Oka to issue C/C or C/O Temporary/Permanent fiU / L:\PamW\BuildinQ&CodesUnspection FortnslRes. Final Insp. form 2•docLast printed 2/12/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: Z-kjo6 NAME: VAN LOCATION: ! S 7 PERMIT M C� — ✓7 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has be Craig Brown, Zoning Administrator Notes: L:\.SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc w. 2 A YMHLYON NOI�ONObIIOd 3 o S 2 N C",4 CR 1 2 Z V CD 4 � Q rt —0— — a—o—o—a-o—o—o—o—o—oo—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o M �' ? jyj Q ct 3ON3i XW7 N/dHO W 4 `� :F 0 4.1 J 4J N 2 = p Q 4 4 4� 4t -► �j � OV08 0/8 M 3 CA Ln J 4 22 saiiM pD�yian� _ t1 ,, � • .ter p U, ,00'Ol l 3 .00 zaLzo S osat °z Q a� �1" st'9t o i Q U O h U 7�v ' J a - Vf 00 1 W � OU i J m OIK ajt to O it Q tZ Z Q ti sroz . m�C Z O � �mQ00 >_ QO 'K LJ 61'1Fl Ovi ��� jZO 8 .00'O11 A .00.8 '.LO N Wiz^Y 2 ao StJ QrnW LO U V �O �! P- m,-Q� j 'm " oti 0Q 2 (44n'' cn U (� 040s� a� 2 � tL i L- F i J 9 4jco W k! Q Q QQQQp� 0 4J m W cru� w N 0 tL IO Q: 10 a Q hXT U J 3 J ~ a Exit. W oz U. V Q 0. lv O W p Oz o<?� WO Q N W `� w Y we,< ~ ow Icy m 1Ou w2 O J d^ o Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: 02 C Queensbury Building& Code Enforcement Arrive: a pm ),Depart: pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: . ' NAME: G"�` "-�`'-' � PERMIT#: LOCATION: INSPECT ON: VM 3 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 %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 wall 2, 3, 4 hour ` irestopping Gi� � ` PA Cj i J Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %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 LASueHemin.-way\13uilding.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 3-/0 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/ Z part: am/prn742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: ��c� PERMIT #- O ` (313 LOCATION:__` INSPECT ON: TYPE OF STRUCTURE: 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 Comer Commercial qo err,-CPVC,Pex One and Two-Fa mil »sulation/Residential Check/ Commercial Check Vt'�I Proper Vent,Attic Vent /�`��✓ A/ Duct/Hot Water Piping Insulation 1_ If required unheated spaces �u A-,t/-S - yQ, Combustion Air Supply for Furnace 17,S� %o, Duct work sealed properly/No duct tape /--F--YP-- COMMENTS: UJC- LASueHetningway\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report . Office No. (518) 761-8256 Date Inspection request received: �� ��� 0C Queensbury Building&Code Enforcement Arrive: am�,t�epart. am/pm742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: g INSPECT ON: 0 10.1 x i 0 0 TYPE OF STRUCT 5F1) 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 nsulation/Residential Check/Commercial Check //j �tKC Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces ( �C- /L/I' Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L.\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: � -� ��� PERMIT #: 0'�-373 LOCATION: INSPECT ON: 9 TYPE OF STRUCTURE: ) Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron,_Copper Drain/Vent/Comm. P1q><n Vent/Vents in Place _c u"h..Plumbin /Nail Plates 1 % inch min. Drain Size Aashing Machine Drain 2 inch nun. ea'd o°:'Air.Supply Test .. Drain and Vents —D9A °J 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: LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ part: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �kA, ,p PERMIT#�V14) LOCATION: INSPECT ON: L TYPE OF STRUCTURE: __. y N . N/A COMMENTS F min 'Jaok 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 % (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 % 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 LASueHerningway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: alb Queensbury Building&Code Enforcement Arrive: am/—part: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: 0 NAME: _ PERMIT NO.: OO LOCATION: INSPECT ON: '�,, 0 - �;OO 347L RECHECK: Comments and/or diagram Soil T : Sa / lay Type of ater(Municip /Well Water Waterline sepal 'stance 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 Seepage Pits: Number Size: x Stone Size: Piping Si Type/ Building to tank c Tank to Distribution Box Distribution Box>o ield/Pit tA Opening Sealed Y N/Partial Location/Separations Foundation to tank ft. Foundation to absorption Separation of Pits — ft. Conforms as per Plot Plan Y N Location of System on Property: Front ®RearLeft Side Right Side Middle Front Middle Rear S Xstem Use Statu Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 . .r 1 1 j 3 57 ol or �,n "I hove seen or all gbjects such sho' n on this d o0 -Pio ' a a u 3 r I-Eo�lSe G-�i_a�e 2O ' l • `i At. •t' 1 I I 4 i f � i /C) Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection reque t received: � � Queensbury Building&.Code Enforcement Arrive: anv n t9,/ Depart: n-/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: �C� NAME: QX PERMIT#: LOCATION: ��� `G IINISPECT ON: — — — TYPE OF STRUCTURE: Comments _ t------- _ Y 1<l N/A .11gs__ Pie s -'-. onolithic 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.Dalnpproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: �T 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. LASucllcrningway\Building.Codes.InspectionTORMSToundation Inspection Report.doc .January 28,2003 Framing / Firestopping Inspection Report / Office No. (518) 761-8256 Date Inspection requeft received: d Queensbury Building&Code Enforcement Arrive: a p epart: ' I am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ' NAME: PERMIT#: LOCATION: J LL(L INSPECT ON: /0 1 ley - OW arn, TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 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 �,Tce 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 %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report - � �a z Office No. (518)761-8256 Date Inspection-re e c Queensbury Building&Code Enforcement Arrive: a ZDepait�7' :J..K17 �—a 742 Bay Rd., Queensbury,NY 12804 Inspecto s Initial . NAME: W ' .� P RM LOCATION: - INSPECT OCJ? TYPE OF STRUCTURE: I 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 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. LASueHemingway\Bui]ding.Codes.Inspection.FORMS\Foundati on Inspection Report.doc January 28,2003 Foundation Inspection Report ` Office No. (51`8) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depa> . 1 am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: \�` � PERMIT#: LOCATION: INSPECT ON: — TYPE OF STR 4T : 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 t concrete. aterials for this purpose on site. oundation/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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report o� Office No. (518) 761-8256 Date Inspection request received: —" Queensbury Building&Code Enforcement Arrive: anit Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: � NAME: �vQ ��� PERMIT#: 37 LOCATION: INSPECT ON: - TYPE OF STRUCTURE: Comments Y N N/A ootings Piers Q`- onolithic 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 s 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:\SueHemingway\Building.Codes.Inspection.FORMS\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/prrt epar a m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: J NAME: PERMIT#: J LOCATION: f 2 INSPECT ON: Z3 0 TYPE OF STRUCTURE: i Comments Y N N/A Footings Pie s onolithic Slab Reinforcement in Place The contractor is responsible or providing protection from freez" g 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- /l Rough Grade 6 inch drop within 10 ft. 7 L:\SueHemingway\Building.Codes.Inspection.FORMS\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/pm Depart: .i am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: a 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. fFoundation/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. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Pee— � AH Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: o z/ Queensbury Building&Code Enforcement Arrive: am/ . Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: !-- PERMIT#: , LOCATION: iRA1 INSPECT ON: /7 a TYPE OF STRUCTURE: Comments Y N N/A ootingS 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 Dampproofng/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:VSueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 oq: 2 P it ber Leh 04 REScheek Compliance Certificate Checked By to New York State Energy Conservation Construction Co e REScheckSoftware Version 3.5 Release Id Data filename: CAREScheck\nike Weidman.rck PROJECT TITLE: Mike Weidman 1 COUNTY: Warren STATE:New York R E C E HDD: 7635 WED CONSTRUCTION Tl'PE: Detached 1 or 2 Family HEATING TYPE:Non-Electric !,j1J Q 1 20 04 DATE: 05/21/04 TOWN OF OUEENSSURY DATE OF PLANS: 5-21-2004 BUil UlNIr ANU__ CODE PROJECT DESCRIPTION: Big Bay COMPLIANCE: Passes Maximum UA=334 Your Home UA=292 12.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factbr UA Ceiling 1:Flat CeiIIii., or Scissor Truss 728 38.0 0.0 22 Wall 1: Wood Frame, 16" o.c. 1728 13.0 7.0 90 Window 1: Vinyl Frame:Double Pane with Low-E 78 0.350 27 Door 1: Solid 90 0.900 81 Door 2: Glass 36 0.350 13 Basement Wall 1: Solid Concrete orMasonry 864 0.0 10.0 59 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 6.0' Furnace 1:Forced I-lot Air, 92 AFUE COMPLIANCE ST;%TL;`4ENT: The proposed building represented in this document is consistent with the building plans, specifications,and oiler calculations submitted with this permit application. The proposed systems have been designed to meet the New York State'En.;r�y Conservation-Coiistruction Code'requirements. -When a Registered Design Professional has stamped and- — signed this page, they are attesting that to the best of his/he'r knowledge,belief, and professional judgment;such plans or specifications are in coin liannceeith this ode. Builder/Desi ner i v Date II � `0 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Id DATE: 05/21/04 PROJECT TITLE:Mike Weidman Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation`._. Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/7.0'bg/6.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.900 Comments: [ ] 2. Door 2: Glass,U-factor: 0.350 Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air, 92 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 1)Type IC rated,or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 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 equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ J Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. 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. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). `. [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplace: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New fork City Building Code, as applicable. Service 1','ater Heating: [ ] Water heaters Nvith 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. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating aid Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimunt Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" 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(Ior 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 (Budding Department Use Only) pro P, } 0 4313 RECENED 1 2.004 G TOWN OF ':X.;EEWSBURY r zo "I have seen or observed, or believe I saw evidence of, ail 'bjects such as houses, wells, trees, fences, etc.,1zr- shorn on this document. I also represent that I have per, measured t istances set forth on the.diagram." SIGNATURE D�TE 1 } 4C>, f-{o✓Ser zo l r t ! Porch , d jf i fk A t f f 6� 11 s i I r a I C� 3 i __..._ _. _.........._.v.___.__..:....... ...__ ......._..1 C b i 0 VV3 3 7 f i 1 � i i 4 i I "I hive seen or observed, or believe I saw_evidence,of, Y all gbjects such as houses, wells, trees, fences, etc.,1 shown on this document. I also represent that I have j per measured th istances set forth on the:diagram." ! i i SIGNATURE DATE 14 { Ft { A I { r. r I � ; C� i It I i