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2003-680
jj To" of QUEENSBURY 742 BayRoad,Queensbury,NY 12804.5902 (518)761.8201 Community Development•Building&Codes (518) 761.8256 UIX11FICATE (V"'.rr OCCUPAN%.J1 Permit Number: P20030680 Date Issued: Wednesday,June 18, 2008 This is to certify that work requested to be done as shown by Permit Number P20030680 u has been completed. V Location: 48 INGLEE MOUNTAIN Rd Tax Map Number. 523400-300.000-0001.040-002-0000 Owner, JEFFREY INGLEE Applicant: JEFFREY INGLEE This structure may be occupied as a: Fireplace By Oder of Town Board Single Family Dwelling TOWN of QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site flan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QU; EENSBURY 742 Bay Road,-Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030680 Application Number. A,20030680 Tax Map No: 523400-300-000-0001-040-002-0000 Permission is hereby granted to: JEFFREY INGLEE For property located at: 48 INGLEE M I ' TAIN Rd in the Town of Queensbury,to construct or place t plot plans and oth information hereto filed at the above location in accordance with application together' /I and approved and in compliance with the NYS Uniform Buil(lin�'tqd�sand the een7sburyZ, oning Ordinance. tructjo Me of truction Value Owner Address: JEFFREY INGLEE 104 TUTHILL Rd i Fireplye QUEENSBURY,NY 12804 Sin Family Dwelling $175,000.00 T aI Value $175,000.00 Contractor or ..ul ders N e Address Electrical Inspection Agency Plans&Specifications 2003-680 Lot 2 House No rl4§ ANGLEE M IN OUNTA ROAD 2700 SQ FT SINGLE FAN y WELLING AS PER PLOT PLAN SPECIFICATIONS $25 paid on 3/12/07 to extend permit for . year $324.00 PERMIT FEE-PAID- THIS PERMIT EXPIRES: Wednesday, September 03,2008 (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 Qu sday, September 03,2003 SIGNED B� for the Town of Queensbury. Director of Building&Code Enforcement k TOWN OF QU1, EENSBURY 742 Bay Road,Queensbury,NYk12804-5902 (518)761-8201 r . Community Developmeiit .Building Codes (518).761-8256 ;. . . ytA BUILDING PERMIT Permit Number: P20030680 Application Number. .` A20030680 Tax Map No: 523400-300-000-0001- 40-002-0000 Permission is hereby granted to: JEFFREY INGL For property located at: TUTHILL R in the Town of Queensbury,to construct or place at the above location in accordance with application together plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Buil ' Codes and e Queensbury Zoning Ordinance. Construction Value Owner Address: JEFFREY INGLEE 104 TUTHILL Rd Fireplace QUEENSBURY,NY 12804 Single Family Dwelling $175,000.00 Total Value $175,000.00 Contractor or Builder's Name/Address E/rical ection Agency Plans& 2003-680 NSE oy , 48 IN LEE MOUNTAIN ROAD 2700 SQ FT FAMILY DWELLING AS PER PLOT PLAN SPECIFICATIONS $324.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Monday, September 03, 2007 (I£a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of ens ges-d-a-y, September 03,2003 SIGNED BY for the Town of Queensbury. %r:.. . F ..Director of Building&Code Enforceraeizt r.r TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P10030680 Application Number: A20030680 Tax Map No: 523400-300-000-0001-040-002-0000 Permission is hereby granted to: TFFFRF.Y INCTLEF, For property located at: TUTHILL Rd in the Town of Queensbury,to construct or place at the above location in accordance with application togetherlwith plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Buildin"g Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JEFFREY INGLEE Fireplace 104 TUTHILL Rd Single Family Dwelling $175,000.00 QUEEN$BURY,NY 12804 Total Value $175,000.00 Contractor or Builder's Name Address Electrical Inspection Agency Plans&Specifications 2003-680 Lot 2 House No. 48 INGLEE MOUNTAIN ROAD 2700 SQ FT SINGLE FAMILY DWELLING AS PER PLOT PLAN SPECIFICATIONS $324.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, September 03,2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of ensbu W ay, September 03, 2003 SIGNED BY wf for the Town of Queensbury. Director of Building&Code En orcement a. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030680 Application Number: A20030680 Tax Map No: 523400-300-000-0001-040-001-0000 Perm' si 's hereby granted to: TFFFRF Permission 1 y TN(TIT,FF For property located at: 8 INGLEE MTN 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: JEFFREY INGLEE Fireplace 104 TUTHILL Rd Single Family Dwelling $175,000.00 QUEENSBURY,NY 12804 Total Value $175,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2003-680 Lot 2 House No. 48 INGLEE MOUNTAIN ROAD 2700 SQ FT SINGLE FAMILY DWELLING AS PER PLOT PLAN SPECIFICATIONS $324.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 03, 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 Queens sday, September 03,2003 SIGNED BY for the Town of Queensbury. Director of'Bufldm' g?Cold nforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030680 Application Number: A20030680 Tax Map No: 523400-300-000-0001-040-000-0000 Permission is hereby granted to: JFFFRF,Y INCTLE.F For property located at: TUTHILL 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: JEFFREY INGLEE 104 TUTHIZ,L Rd Fireplace Single Family Dwelling $175,000.00 QUEENSBURY NY 12804 Total Value $175,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2003-680 LOT 2 HSE#48 INGLEE MOUNTAIN ROAD 2700 SQ FT SINGLE FAMILY DWELLING AS PER PLOT PLAN SPECIFICATIONS $324.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, September 03, 2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Wednesday, September 03, 2003 SIGNED BY for the Town of Queensbury. erector o£Buil ' g nforcement ;Fr Building -Bcrinit Application, _ Town of Queensbury—Dept of Community Development,742'Bay Road,Queerisbury,NY . (518),761i8256.. A permit must be obtained before.beginning construction. Permit File No. No inspection will be made until applicant has received a Fee Paid valid building permit. A11.applicants' spaces on this; Rec.Fee Paid $__ application must be completed and must appear on the Reviewed By: �• application form. Applicant:^2 P .^e ' r Owner: Address: 4 �% "pd Address: Phone#(1-! ) - tv Kz. Phone# Property Location Lot Number: / House Number, Subdivision Name: / Tax Map Number, 30G . c'o -- % �/o New Building: es dence commercial Estimated Market Value of Construction: $ 12� o Addition: real once/ commercial If an Addition;what.will use of new addition be? 0 Alteration: residence/ commercial 0 No change to exterior size: residence/com'1 a Other work(describe , i } Check OecupancyInformation 1• Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single family dwelling p v a o 0 Two family dwelling 0 Townhouse 0 Multifamily dwelling #of units 0 Office o Mercantile 0 Manufacturin 0 1 car detached garage 0 2 car detached garage 0 3 car detached garage 0 1 car attached garage 0 2 car attached garage 0 3 car attached garage o Storage building- commercial 0 Storage building- residential 0 Other What is the proposed height of the structure. _feet 1�9 inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil t gas wood /forced hot air aseboard other: Number of Fhyplacm 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 Mason 574 ate', h.. 2 5' oo;-7 Electrician - .7 r--r a u Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other'laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that 7/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as iequested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor,drawn to scale,showing actual location of all new construction. Signature: e� owner,owner's-agent,architect,contractor Application for Permit—Septic disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-82S6 1 OWNER INFORMATION: ........... Office Use Location of installation: Tax Map No. 'File Permit Noz 7' Owner'sName- - Fee Paid .......... .......................................................................... Address: 16:4 71XIft LL, IZ101, (f PLI qiwfuj KA y 2. INSTALLER'S NAME PHONE NO._3k;r.93 3. RESIDENCE INFORMATION: (circle year of 'dwelling, indicate#bedroom(s) and multiply#.of bedrooms with applicable gallons per 6.edioom to equal total dailyflow) Year of House: No. of Bedrooms x Comnutation = Total Daily Flow 1980 or older x 150,gal/bdrm. = 1980- 1991' x 130 gaVbdrm = 1991—present x 110 gal/bdrm = Garbage Grinder Installed yes,_ no Spa or Hot Tub Installed yes_ /' no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock.or1mvervious Material Domestic Water Supl2ly Flat sand at what depth at what depth municipal Rolling loam L C7 feet if well Steep slope clay if well; water supply 12-%slope other from any septic-system depth: absorption is 00 ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: 'Z-61 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: -IILINP gallon (min.size 1,000 gal.) Tile Field: each trench ft Total System Length: Seepage Pit(s): number of--___:�. size of each: ft. by ft. Size of Stone to be used: #,, depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: 1 Size of each: gallons 1 TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note 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.. ar- rasp rt ible person Date 3 - F6 ENERGY(CODE CO►NIPLIANCE-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 Tamily Dwellings(3 Stories or less) 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-Cl square feet 2.- Type of heat- Electric . Oil T�Gas Other 3. Is building mechanically cooled? yes___X _._No 4. 'Percentage of area of windows and doors— —Over 17% Under 17% 5. R-VALUES FOR INSULATION GIVEN BELOW MUSE CORRESPOND TO R VALUES AS SHOWN ON PLANS SUBMITTED: a: Roof R � b. Exterior walls R ja C. Glazed areas R *-5: d. Exterior doors R P Sr e. Floors over unheated spaces R O/ f. Edge of slab:on grade(heated building) Rom_ g. Basement/cellar walls(above grade) R aL_ h. Basement/cellar walls(below grade) R a . 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 Applicant's Signature Date Phone Number �- K--15-e 3 7�02 -O 3/5� 9INSPEC R'S REMARKS: Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys- 1 5 applicable to solid fuel,,& vented gas appliances Date 2 0 Perruit No. . Application is hereby made to the Building,& Codes Off ice the issuance of a Building and Use i 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 inspector's to enter premises to petforin required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Tueli Burning Appliance Information ircle appropriate words) Stove: wood coal pellet gasName: ------:-1, 1 1 . Fireplace insert 'Fireplace, factory-built: wood gas Address: Fireplace, masonry: wood gas V Furnace; wood -gas 'oil Phone: -If non-masonary applicance, please provide Owner: Manufacturer Name: v v Model Number: Address: Chimney Information Phone: (cyle appropriate words) Masonryj block, .,,brick stone Flue the 'steel size: �r inches Exact Address.; of construction or installation Factory-Built Manufacturer name. Model Number: Note: Listed By: Number: '� Construction lInstalldtion must con f Qrjn to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury fr Handouts regarding required inspections. Double ivall 1 Triple wall' hisulated' Direct venting -Chimney Liner Fire Marsha I Code# $Collected S Re fitinded Received from (refunded to): 11 VA UA 4 1 lr address: A 173 3389 (190) Public Safety A 233 2655 (230),Uinor Sales A�v tv 0,& White(Appli6nt) Green(Fire Marshal) 1 Yellow(Bldg.Dept.) I Pink c Goldenrod(Cashier's Dept.) Queensbury Building & Code nforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: -. a.plpm) pall: am/pm Date Inspection request received: Inspectors Initials: /, __._.r---� NAME: A PERMIT* l� LOCATION: DATE: TYPE OF STRUCTURE: fr''y Comments: Yes No NIA 47 Building Number Address visible from road ` v Chimney Height/"B'Vent/Direct Vent Location p Fresh Air Intake py 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete I Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Walt Inteiior/Exterlor Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off eVosed/regulator 18 inches above grade Interior privacy I trim/doors t main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level:. Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic-access 30 inches x 22 inches x 30 inches i in.accessible area Crawl Spaces 18 inch x 24 inch access,I sq.ft.450 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft sto i finished basement 1,000 sq.A. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief VaLvgsj installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched / Garage fireproofing/%hour fire door/door closer Duct work Seated properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan L/ Arc Fault Breaker in Bedrooms Flex Gas Pipe Bondin As Built Se tic System/Sewer Dept.Inspection Sticker Site Plan /Variance recluired Flood Plain Certification,if required Okay to issue C/C or C 10 Tem ra /Permanent LABuilding&Codes FormslBuitding&CodesUnspecdon ForrslResidential Final Inspection Form revised 100405.doc;Revised January 7,2008 t Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: Inspector's Initials: �] NAME: Kenf__.---- PERMIT#: CJ LOCATION: ( DATE: TYPE OF STRUCTURE: Comments: Yes No NIA 4" Buildi Number Address visible from road / Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake T> 3 inch Plumbing Vent through roof minimum 6 inches 7pr-O .Roof Complete/Exterior Finish Complete (�� Platform at all exterior doors / Handrail 4 or more risers J�-r- / ' Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more . . Guard at deck,porches 36 inches or more eK- i lleerj Handrail Termination at Newell Post or Wall r Interior/Exterior Railings 34 inches to 38 inches �� C_ Deck Bracing/Handicapped Ramp Compliant Grade a*W from foundation 6 inches with 10 feet 6 inch clearance to sill plate r i Gas Valve shut-off e /regulator 18 inches above grade Interior onvacy/trim I doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbing fxtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergencyegress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area FumaceMot Water Heater op@Egng Low water shut-off boiler Relief Va s installed I Heat Tra I Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed prolperly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bondin As Built Se c System/Sewer Dept. Inspection Sticker Site Plan I Variance required Flood Plain Certification,if r uired Okay to issue C I C or C 10 Temporary/Permanent LABuilding&Codes Forms\Building&Codes\lnspectlon FormslResidential Final Inspection Form revised_100405.doc;Revised January 7,2008 Queensbury Building & Cod7enforLepft -rResidential Final Inspection Office No. (518)761-8256 Arrive: ZQ--�/prn rt: am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: 76i; 7 P-2 DATE: TYPE OF STRUCTURE: Comments: Yes No WA 4" Building Number Address visible from road Chimney Height/"B"Vent/DirectVent Location SVYViY-- Fresh Air Intakelam 3 inch Plumbing Vent through roof minimum 6 inches Roof Conoete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade qmLay from foundation 6 indies with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed I regulator 18 Inches above grade Interior privacy I trim/doors I main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: _ Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access,1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed I Heat Trap/Water Temp,110 Enclosed Stairs Sheetrock Underside minimum Yz"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door I door closer Duct work Sealed property Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe,Bonding As Built Septic System/Sevier Dept. Inspection Sticker Site Plan /Variance Leguired ZZ— Flood Plain Certification,if required Okay to issue C I C or C 10[Temporary/Permanent LABUII,dino&Codes Forms\Bullding&CodesXlnspecdon Forms\Residential Final Inspection Fortrijovise0_100405.doc;Revised January,7,2008 Y �-+ice..�.l ��►�.�.�r-�� _�.sp►e�c� o�.. Dept_ of C Qc>xy _* lvxTlit r I�evelop►m+ rat Tow�a of Queer�sbury 742 Bay Road Quee�sbury, NY 12804 -� D ate or f?n LG►GA'TIG►1�T� Final S-urveY Plot Plari A r©veci Denied The attached f rYal survey bias been - received by the - Gc�rxxmunity _ Develc3p�xxent_ serve +Has ai rc�wrz, Zoning Administrator L:'�Su+eH�rningway�3sailding_Cod�s_Inspectic�n_FOR�YS1Fina1 Survey Zoning Admiriistrator_doc " i. V V Town Qf;Q*+ensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 ,_ / A--- 7614105/761-8206 G fax 745-4437 Facto wilt Woad Burni Fi''a lace/Stove Inspection Re art Notice:New York State requires that ed,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 instructions or specifications is allowed. J Permit# ✓—`�"' Schedule Inspection Time am m anytime Inspector �! _ p y l� Name e/ Address ( L%S Rough In F' j Appliance Manufa r Model# Masonry Chimney Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Safety Strip Installation(fireplaces only) Firestop(s) vertical chase Wall Penetration Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air Hearth Extension • 4 Mantel(height above f/p opening) Fireplace Doors t Screen (required) WIft^BWlftS Dept. YeUo —C r w Pink—Flm Manhai Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive:T� am/pT 3De rt: am/pm Date Inspection request received: Inspector's Initials: NAME: 1A0,, 6z,:6-- PERMIT#; .- LOCATION: DATE: r TYPE OF STRUCTURE: Comments Ye No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers ; Grade away from foundation 6 inches with 10 feet { 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches 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 Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to'furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp, 110 Enclosed Stairs Sheetrock Underside minimum Y2."Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer J uct work Sealed properly Gas Logs in Sealed or Glass Enclosure ,}� Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required ` Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent] L:1Building&Codes Forms\Building&Codes\Tnspection Forms\R.esidential Final Inspection Form revised 100405.doc to ��YA- -TA �Queensbury wilding & Code Enforcement - Residential FinaVInspedi n Office No. (518)761-8256 Arrive: am/ am/pm Date Inspection request received: �-� Inspector's Initials: ngn!�� NAME: PERMIT#: l - LOCATION: DATE: ,— TYPE OF STRUCTDR : Comments:f Y WA � 4" Building Number Address visible from road Chimney Height/°BD Vent/Direct Vent Location J �� Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers VA Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior RailirW 34 inches to 38 inches Deck Bracing/Handicap d Ra np Compliant Grade away from foundation 6'inches with 10 feet 6 inch clearance to silt plate Gas Valve shut-off wposed/regulator 18 inches above givide Interior privaI trim/doors I main entrance 36 inches Bathroom/Kitchen waterti ht Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: 1 f/ Outside every bedroom area: Inter Connected: Battery badxu : Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Al Crawl Spaces 18 inch x 24 inch access,1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating 1 s Low water shut-off boiler � � , e�.�v Relief Val! installed I Heat Trap/Water Temp110 1A1 .�—j6 t � t Enclosed Stairs Sheetrock Underside minimum W G sum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door doser Duct work Sealed property Gas Logs in Sealed or Glas nd ure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe,Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance rec juired Flood Plain Certification,if required Okay to issue C I C or C 10[Temporary/Permanent LABuilding&Codes FormslBuilding&Codesilnspection FormsiResidential Final Inspection Forarevise0_100405.doc;Revised January 7,2008 COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC, lain Ofte 176 Doe Run Road - Manheim, PA 17545 MUNICIPA IFICATE - ELECTRICAL APPROVAL 9*0 0 9 A A Permitoi at !}f fi {1#i }}aH11!!t!►ltillitll No Cut-in Card No,fffdiiffifNNff#}iiiiiN/1►11i}►►f 1+T�++Yili}�hifffff}llfffifi►itt+iif}ff mmfflfill1lot@#MI M oil Mi @tf}fi}Mtillib##}}ill►111111►}ilfiftfiffffoffi►i}ilif}fffiffffffi}#li}}iltooMI MM##i }i►fi IfI t r i�'4 Nrp LocationM0,11M, I tez;"l#}#111#1►►#tiiiMl1141/1tli#1l1i#it►ififiliifii#iffi!!►fuifi►iifffilil►iif}}I►fli►Itfflfn►i►fififii##iiliffffilliNit#itl 1/tlt#1i/1 Consii f j� 1top4Installaton sting off..ffffifft►} fiffttfi#'fiifff►►}i l#i}fffs►►I/NIIIIIilNil}ll►i iNil 1}li iiii#fl#}}MNiil#1f litffififffffii►►iffifiiNf AVPL fflfff Nf .,.fly fffi ft►ill#i!1#N1.106 /i }1}►iJ{`r}fNlfi►►iiifi►f►ll#IIf/1111#}f ifffiiffif}ifflffilf►iifffiilf ififj/fiifiiffif/ifif#Iffiill#IfiN#ll#}f1{/#1}I#►ftfiiffi {f#H#Nffff Nifi#fttfHf,,,fill#iffltf if Hiififff f iitlfltif f f{if/fff f iflHffillNtifpffiif}}Hf}f iffffil!!lilNiif}f}i/►#i!►i#lllf/f if}##ffif IN!ltff f fffifftf Itiftilif f fHi ffif 1{ t •t� Lic,Installed Byiliff ffuftfitfff#flit}#ifffffitfitilk►ff#filffffiNtfitfiffffftlf}f}}li#ttii#t11fili#iffif Nof 1NtffflNf#ifiliiii#Itlii}ffitili}}f}}iif fff iffH The conditions following governed the issuance of this certificate, and any certificate previously issued is cancelled: - I nis certificate only covers the electrical equipment and installation conditions as of date, Upon the introduction of additional equipment or alterations, application shall be promptly trade for inspection, Inspectors of this Company shall have the privilege of m Ing inspections at any time, and if its rules are violated, theCompany shall have the right of this ertifica of Date# INSPECTOR 1 N111fi#lliiii/ft1f111t}INii ilfiflilfllf#fi/f f ifi iiiiililf Mill lllt/#I�i lNitf#Iff fflf l of ......... fi►lifiififN/fiffff ff#f#iffff Mamhpr N.F.P!A..i.A.F.L Framing/ Firesteppilil-011 Ifispection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/prrg Depart: am/pin 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#- LOCATION: 7�arwj L-r— Fs- INSPECT ON: TYPE OF STRUCTURE: zq F.raming Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stair-wells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour 4 hour amfz�—— Firestofi,;Sng ,4* _Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5,0 sf grade To wn Rough Plumbing / Insul,ation.linspect' ion:- Repoft Office No. (518) 761-8256 Date nspe Queensbury Building & Code Enforcement Arrive; art: am/pm 742 Bay Road, Queensbury, NY 12804 In'spe NAME: PERMIT #: LOCATION: INSPECT ON: 6 TYPE OF STRUCTURE: Y N N/A ,you qb4,—yA-,j, jr/-Alail Plates 'Amplym-o"ra-p-Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction t Air ea 5 P.S. 10 ft. above highest connection for 15 minutes - - ur-s ge hestY.. F 17Piping Air ead 50 P S.I r 15 minutes Insulation / Residential Check Commercial Check Proper Vent, Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces ombustion Air Supply for Furnace Duct work sealed properly No duct tape COMMENTS: I> cy 0 LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Reportxevised Nov 17 2003.doc Revised February 15,2005 Septic Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: — a am/pm part: r) m/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: - 1, NAME: J'k, PERMIT&; DO ?0 MIT NO.: 1z LOCATION: %:i INSPECT ON: ' RECHECK: Comments and/or diagram Soil Type: Sand Clax TypeofWater: Municipal Waterline separation distance /C;) Well separation distance Other wells: ft. 7C Absorption Field: Total len4—th— 2 Length of each trench ft Depth of trenches Size of Stone See Pits: Number Size: f— 1 A x Stone Size: Pi in Size T Building to tank Tank to Distribution Box Distribution Box to ield Pit a 0 ning Sealed:(19NI Partial End CapCc -�7 Location ns Foundation to tank Foundation to absorptio?9L), Separation of Pits Conforms as per Plot Plan._ N Engineer Report and As Built Y_.N._ Location of System on Property: — Front Rea Left a- Right Side Middle Fro Middle Rear SMAOM us: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6/05 N08'35' 7"E 633.82' �. PROPOSED PERC TEST O) SEPTIC RATE N f i'IN 29 AIIN. � LANDS N/F OF " I �' / y�cNsrlC mN`" s''mmwmmm— e ALBERT & MARILYN SMITH `'�'� �'- / goo st a -- PROPOSED \ HOUSE _ PERC TEST P RATE 1"IN 3 MIN.00 SEC. 2D�!t ^_I•-ill f 1 ' \ -- 0 PROPOSEWELL D [^5 "0'SETBACK \ IX t M TURN N`� c -i gib. LOT 2 S0635727"W 607,549 sq.ft. ySy Lc`10DRI cRu ED ssNp°S7J0VETONE 13.95 acres C N07 26'47"F have seen or ohsery,d,or Believe I satyr evidence of, r" r all objects such as ho,ses,veils,trees,fences,etc., 3 I she i on this do' It I GIs,re z5 hat!h ve to n �* personaliy measun ci ine dist2nces set forth on the diagram." DRIVE SHALL BE A MINIMUM i \ OF 20' FROM SOUTH LINE N j l N SiGiVA E DATE � A IOD SETBACK I- . FROM WETLANDS AB WETLANDS AS FLAGGED --` BY THE A.P.A. 1 S N/F OF 872•58' GRF a LAND _ _:...._• MICHAEL PALL S06'35'27"W POND r o M LANDS N/F OF O�M /LID WILLIAM & LISA GEREALI A6ugh Plumbing / Insulation Inspection' Report Office No. (518) 761-8256 Date Inspection request received: -N 4 , Queensbury Building &Code Enforcement Arrive: amffiv?!p� ni: am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: fy-\ INSPECT ON: —(yv TYPE OF STRUCTURE: W—V Q9 Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes ,fnsulation / Residential Check/ Commercial Check Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation /3 U If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque re ei Queensbury Building &Code Enforcement Arrive: —a /P part:s s d 742 Bay Road, Queensbury, NY 12804 Inspector's Initial Peeepi -q�vlm T C 0 0 NAME: PERM T #: LOCATION: INSPECT ON: D TYPE OF STRUCTURE— C)s Y N N/A Af Qkugh Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping /0— a . - ----Air-/-Head— 50 I for 15 minutes_,�� ),A'6s'ulation / 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: LAPam Whitinouilding&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report I D _l Office No. (518) 761-8256 Date Inspection request received: r Queensbury Building&Code Enforcement Arrive: arn// part: arn/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: '- PERMIT#: LOCATION: $ INSPECT ON: - .-0 TYPE OF STRUCTURE: Y N N/A COMMENTS arcing Jack Studs/ eaders Bracing/Bridging PK6V10C_ -f (1� Joist hangers 1 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 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.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: ' Queensbury Building&Code Enforcement Arrive: _ar__n/1� epart;�; 742 Bay Road, Queensbury, NY 12804 Inspector's Initials` i r,NAME: PERMIT#: _ 0 LOCATION: VUINSPECT ON: Z n� ---p Q TYPE OF STRUCTURE: i . Y N N1A COMMENTS kX S La Jack Studs/Headers �n Bracing J Bridging �'`���G% �' J /� '�A)( 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 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 LASucHemingxvay\Building.Codes.Inspection,FORM S\Framing Firestopping Inspection Report.doc January 28,2003 MAY 20 2004 12:24_PM FR ROBBINS ENGINEERING TO S1_-SARATOGA 1_MBR P- 19/24 Job r&;ie Quan Typa Span Pl-KI Left OH Right OH Engr+:ewing L2863 R2 17 HIPP 400000- -8 1- 0- 0 1- 0- 0 T04051955 U#0225 J#L2963 INGLEE C-Q KEVIN EO 6-14 7xIO- ' 6= NO 6-11 BIN. 4 B C HB 4 T . � 4x6•<H � 4z6- ` S • 8i Si 2 i 1 _ 11-2-14 2x5: 2x5:• 5x6. L 1 i � 6x6. 6x6- -� A D a • 1 84 G W:508 4x6= 3x6= 5x5= Sxl2z. 3x6= 4x6= Wi508 R:3299 R:3295 Or: 327 U: 327 E9LP � 6-2-15 6-2-15 6-2-15 6-8-13 10-01 � 1 - 10 0S-7-4 29-2-6 34-4-12 40-0-0 : TC"~ 5-7-4 1 5-2-6 1 3-2-6 8-0-0 __- 1 5-2-6 t 5-2-6 5.7-4 1'*1 HP 8-2-7 16-1-12 23-10-4 31-9-9 40-0-0 y I t 4a-Q-o ALL PLATES ARE L0CX20 Scale;0:148-=r Robbins Engineering; Inc./Online Plus*, APPROX. TRUSS WEIGHT: 386.7 LSS Online Plus --Version 16.0.023 IRS LES IN-SX H 1010 A.00 X 6.00 CTR `CTR RUN DATE: 5-19-04' A PIN 2, 1770 5- 6 I 1001 2.00 X 5.00 CTR CTR D BOAZ RLA 0 3203 5- 8 J 1010 4.00 X 6.00 -CTR CTR C3I SIZE LUMBER 1.15FH X 1010 4.00 X 6.00 CTR CTR TOP 0.93 2X 6 SP42 1440 LEFT RIGHT L 1001 2.00 X 5.00 CTR CTR HTM 0_96 2X 4 3P-#1 2130 HEEL OIN-- 4SR Oita - 43X m Was 0.72 2X 4 SPF42 1510 A EXCERTIONS: H=R CSI P(LBS) MIST M02N0 Si 11Q0 5.00 X 6.00 CTR 0.2 H-C 2X 6 $P-Ss 2930 TOP WORDS $2 1100 5.00 X 6.00 CTR 0.2 REPETITIVE FEMM INCREASES: A-i: 0.93 4558 C 9075 -449 53 1100 3.00 X 6.00 CTR 0.2 F'B 13.0% Ft 0.0% PC 0.0% I-01 0.41 4233 C 449 2419 34 1100 3.00 X 6.00 CTR 0.2 S1-J 0.41 4035'C -2419 -4210 LATERAL BRACING:. - J-M 0.40 3466 C 4210 1342, FEsrIEwYD BY: Top CHORD - CONTINUOUS M-B 0.27 3271 C -1342 -1911 Robbins Enginaczinq, Inc. BTM CHORD - CONTINUOUS B-C . 0.51 2760'C 3224 -3343 PO Box 28GOSS ONE BRACE - J-1" B-E E-E C-N 0.26 3272 C 2034 1325 Tampa, FL 33602 TRUSS SPACING - 24.0 IN. N-X 0.41 3467 C -1315 -4174 X-02 0.43 4034 C 4174 2440 WER TO ROBBINS ENG. GSNBRAL STANDARD LOADING 924 0.41 4233 C -2440 -461 2Iom AND SYMIBOLS S=T FOR LMOM STRESS INCREASE: 15.09E L-D .0.93 4558 C 461 -9062 ADDITIONAL SPECIFICATIONS. PLATE STRESS INCREASE: 15.0♦ BOTTOM CHORDS LOADING LIVE DEAD (PSF) A-H 0.96 3721 T 2787 7460 NOTES: TOP CEa 58.5 10.0 H-53 0.65 3319 T 460 950 1.,TRUSSES HNNUFACTURED BY - BTM CBD 0.0 10.0 S3-F 0.70 3318 T -950 -1304 SARATOGA LUMER TRADERS. TOTAL 58.8 20.0 78.0 F-E 0.62 2756 T 1304 -1414 2. EMPIRICAL ANALOG IS USED. SUPPORT CRITERIA E-S4 0.71 3318 T 1414 912 3. WIND LOADS - AN32/ASCE 7-98 JT REACT WIDTR JT REACT WIDTH S4-G 0.65 3318'T -912 -430 TRUSS IS DESIGNED AS A LES IN-SX LBs IN-sx G-A 0.96 3721 T 430 -2799 MAIN WIND-FORM us SYSTEM A 3295 5- 8 D 3295 5- 8 WEBS FOR EXTERIOR ZONE LOCATION I-8 = 519 C R-J - $02 T WIND SPEND - 90 Mpg LOAD CASE #5 AUTO UNBAL SNOW J-P = 1075 C T-B - 1043 T MEAN ROOF HEIGHT - 25, LmwR STRESS INCREME: 15.0% B-E - 537 T 8-C 960 T EXPOSURE CATEGORY - C PLATE STRESS INCREASE: 15.011 R-E - 1086 C ti-G, = 587 T OCCUPANCY FACTOR - 1.00 LOADING LIVE DEAD (PSF) G-L a 515 C ENCLOSED BUILDING_' TOP CED 58.8 10_0 TC DEAD LOAD a 6-0 PSF BTm can 0.0 i0.0 DL*LL DEP7. - 0.50" IN B-C , 3C DUO LORD =. 6.0 PSF TOTAL 58.E 2O.0 78.0 LL DM - 0.251- t BRG-SPAN/360 4. ROOF SN09O'LOAD PER,ASCZ 7-98 ZXCEPTIONS: 9PAN/DEFL (DL+LL) - 957 GROUND SNOB LOAD a 70.0 PSF A-B 66.7 10.0 RAW-LOAD NOT REQ'D B-C 66.7 10.0 PLATING CONFORMS TO TPI ZWORTANCS FACTOR: 1.00 C-D 0.0 10.0 VERIFY MTN VALUES WITH TBYRMAL FACTOR: 1.00 SUPPORT CRITERIA 1103505 ENGZNLERING EXPOSURE FACTOR: 1.20 JT TYFE HORZ VERT 1PIDTH GRIP BASED ON SYP/SPY LUMBER (SAL,UNDAL LD lAC-0.84,1.25) Las LBS- IN-SX USING GROSS AREA TEST METHOD. S. pRxv NT TRUSS ROTATION AT A PIN -2 3203 5- 8 PLATES- 20 GAUGE LOCK ALL BEARING LOCATIONS. D RORZ am 0 1770 5- H GRIPPING 56I-250 PSI PER PAIR 6. ANCHOR TRUSS MR A TOTAL .INCLUDES 15.0% INCREASE OOTAL LOAD of 432 LDS. LOAD CASE #6 AUTO mm" SNOW TENSION 1339- 465 PLI PER PAIR TRUSS To HRG A L"M STRESS INCREASE: 15.0% SHEAR 784- 506 PLI PER PAIR 1 !I LOS OP UPLIM, PLATE STRESS INCREASE:- 1S.'H $ A., INC NO UPWARD LOADING LIVE DYAD (PSF) JT TYPE PLATE SIZE X �Q -DMA P RA sk BRG. SOP CBD 58.8 10..a A 2002 6.00 X 6,00 3.8 H BTM CBD 0.0 10.0 ��4� PO OF UPLTFT, INC TOTAL 58.8 20.0 78.8 B 5150 7.00 X10.00 3.2 OR UPWARD C Slot 5.00.X 6.00 CTR +. A-4 0.0 10.0 D 20OZ 6.00 X 6.00 3.8 Ts C-D 66.7 .`• 10.0 E 1070 5.00 X12.00 :VPPORT CRITZAXA P 1030 5.00 X 5.00 Cm �.w _2 ennv vnvm mtnmw r_ 1ntn A nn r A nn j -2004 12:24 PM FR ROBBI'NS ENGINEERING TO SL-SRRRTOGR LMBR P. 20i24 . Joe Mask Oman• Type Span Pl-HI Left OH Right OH 16;ixeerfn S L2863 R3 1 17 PR 80000 8 0 0_, M4051s.5.5 U#0225 M2863 INGLEE C-Q I rIN go -4-3 3x4ii -4-3 2-6-0 t 3xdc 3x4- F E A C D 2x4 i t i w:509 w:508 R: 76 A: 19 U: 75 D: 17 0 SLi1012 3-10-15 3-10-15 „s EP:O1S -0-0 7-3-1 .00 = =i -ram SP�8-15 3-3-1 6-6-2 on I . F B•D•D ALL PLATES ARE U=20 Scale.,0.3SSr=V Robbins Engineering, Inc./Online Plus" APFROX. TRUSS WEIGHT: 34.0 L83 Online Plu3 Version 16.0.023 LOAD CASS 06 AUTO UNBAL BMW 1ilvIEWED BY: RUN DATE: 5-19-04 LUMBER STRESS INCREASE: 15.04 Robbins Engiasesing, Inc. PLATE STRESS TNCR9ASZ: 15.0% PO Box 200055 CST SIZE MWER FB LOADING LIVE READ (P88) Tampa, FL 33682 TOP 0.27 2X 4 SPF-#2 1310 TOP CM 53.4 10.0 BTTK 0.10 2x 4 SPF-#2 1310 BTM CAD 0.0 10.0 REFER TO ROBBnm ENG- GENERAL Was 0.03 2x 4 SPP-#2 1310 TOTAL 53.4 20.0 73.4 N07.6s Am symoLS snzT FOR EXCEPTIONS: ADDITIONAL t3PECZFICATIONS. LATERAL BRACING: A-8 0.0 10.0 TOP CHORD - CONTINUOUS H-C 96.7 10.0 NOTES: ATM LKCMD - CONTIHDDDs F-r- 0.0 2.0 1. TRUSSES MANUFACTM= BY - TRUSS SPACING - 24.0 IN. SUPPORT CRITERIA SARY006A LMdBER TRADERS JT - TYPE HORZ VERT WIDTH 2. EMPIRICAL ANALOG IS USED. STANDARD LOADING LOS L89 IN-Sx 3. WIND LOADS -.ANSI/ASCL 7-98 LUNBSR STRESS nxmE& E: 15.04 A. PM 0 28 5- 8 TRUSS IS DESZMM,AS A PLATE STRESS INCREASE: 15.0E C MOR2 RLR 0 -17 5- $ waN WIND-FORC2 R2S SYSTm LOADING LIVE DEAD (PSF) CONTINUOUS BLTWZM JNTS $` 6 x FOR EXTERIOR ZONE LOCATTOX TOP CEO $3.4 10.0 WIND SPEED - 90 MPS BTM CSD 0.0 10.0 LEFT RIGHT MEAN ROOF HEIGHT - 25T TOTAL 53.4 20.0 73.4 REEL OXV -. 43X DIN - 4SX EXPOSURE CATEGORY - C EXCEPTIONS: OCCUPANCY FACTOR - 1.00 F-2 0.0 2.0 NMR CST P(L8S) M21ST M02ND ENCLOSED BUILDING. SUPPORT CRITERIA TOP CHORDS TC DEAD LOAD • 6.0"PSF JT REACT'WIDTH JT REAM NSDTH A-F - 0.16 129 T 0 -71 BC OEAD LOAD : 6.0 PSF Las ZN-= Las TN-Sx F-B 0.27 134 C 944 -606 4. ROOF SHOW LOAD PER ASCH 7-99 A 1 5= 8 C 1 S- S B-E 0.27 134 C 606 -944 GROUND SPUR LOAD a 70.0 PST CONTINUOUS BVIVREM JMTS.F i E E-C 0.16 47 T 666 0 RAIN.LOAD HOT REQ'D ' 807M C80ADS IfPORTANCE FACTOR: 1.00 LOAD CASE 45 AUTO UNBAL SNOW F-D 0.10 107 T -255 -136 THEHSOIL FACTOR- 1.00 LUMM STRESS INCREASE: 15.0% D-E ' 0.10 107 T 136 255 . EXPOSURE FACTOR: 2.20 ' PLATE STRESS INCREASE: 15.01% NEBS ' (BAL,UNBAL LD FACa0.76,1.25) LOADING Lin DEAD (PSF) D-B = 217 C 5. SHIM EACH HERRING WALL AS TOP CHD 53.4 10.0 REQUIRED TO INSUM FULL BTM CED 0.0 10.0 DL+LL DEFY = 0.024 IN F-B BEARING CONTACTS WITH TOTAL 53.4 20.0 73.4 LL Dm < BR04PAN/360 TRDHS. EXCEPTIONS: SPAN/DEFL (M."LL) a 995 S. ANCHOR TRUSS FOR A TOTAL A-B 66.7 '10.0 HORIZONTAL LOAD OF 100 LBS. B-C 0.0 10.0 PLATING CONFORM TO TPI 7. FASTEN TRUSS TO BAG A F-E 0.0 2.0 V2RIFY PLATE MUSS WITH FOR 75 LBO OF UPLIFT, SUPPORT CRTSENtTA RO9aaNS ENGINEERING. Nuns FERMITTII(G NO UP)DIRD JT TYPB HORZ VERT WIDTH GRTB BASBD OM SYP/SP8 Ltum MOVEMENT OP WALL OR ERG. LBS LES " IN-Sx USING GROSS AREA TEST METHOD. S. FASTEN TRUSS TO BRC F A PIN 0 -17 5- 0 PLATES - 20 GAUGE LOOS FOR 131 LBS OF UPLIFT, C HORZ RLR 0 19 5- 8 GRIFPIHG 514-250 Psi PER PAIR WHILE pFjmuvTnm NO Uromm CONTINUOUS BEThIM JNTS F 6 S INCLUDES 15..091 INCREASE HOVEbENT-OF k%U OR M. %wszOti 1334- 465 PLT PER PAIR 9. YASTBN TRUSS TO M 3 sum 704- 306 PLZ PER PAIR FOR III LBS OF UPLIFT,. WRTLE PEusix UPWARD JT TYPE PLATE SIZE x Y MOVFp4EbrT A , C 3001R 3.Ob X 4.00 2.2 CTR �� f D 1091 2.00 X 4.00 CTR CM 2 2001 3.00 x. 4.00 4.6 3.2 F 2001 3.00 X 4.00 4.6 3.2 ca R - PLATE IS ROTATED BY 90 D= o � Q Robbins Enamannna .� Foundation Inspection Report. Office No. (5 18)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a� g� Depart: m/)m 742 Bay Rd., QueensbuiY12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: <; Comments Y N N/A .,('4<o-nolithic 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 enforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterpri0fing; Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for.wet areas under slab Backfill Approval," Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. L:�SueHerriingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report doc January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Inspection requc st received: P Queensbury Building&Code Enforcement Arrive: —arn/p n Depart: Y_0 am/pm. 42 t -- -- 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial IN - NAME: n PERMIT#: LOCATION: INSPECT ON: D �S— TYPE F STRUCTURE: 7 Comments —Y N N/A ings Pier -9olithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab 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 Reportdoc January 28,2003 Septic Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement 'Arrive: an=i/pepart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: - 4 P 0 C) PERMIT NO.: :--'— LOCATION: INSPECT ON: - ::71- RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay Type of Water. Municipal/Well Water ���C��' Waterline s �Raration distance Well separation distance Other wells: Absorption Field: Total length ft. 'N Length of each trench ft 4po tol-' Depth of trenches Size of Stone -.Seepage Pits: Number 1A) Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y/NI Partial Location/Separations Foundation to tank Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved artial Approved and needs to be re-inspected,please call the*Building&Codes Office Di8approved L:',SucHemingway\Buildin-O.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 V Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: , Queensbury Building&Code Enforcement Arrive: m/p Depart: �;'as: 2— Depa am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial i?� NAME: Co L G PERMIT#: 4S 4') LOCATION: (—L— a� INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A V'Footings VT Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suellemingway\Building.Codes.Jnspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (5 18)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvp!3 Depart/ ' j<-am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: Jeff ERMIT#: LOCATION: RAL--L� SPECTON: TYPE OF STRUCT 562 Comments Y _NV N/A totingi Piers Monolithic Slab AJ 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 Danipproofing/Watei proofing Footing Drain Daylight or Sump. Footing Drain Stone: 1.2 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHon-dngway\Building,Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (51'8)761-8256 Date Inspection request received: Queensbury Building R Code Enforcement Arrive: am/pn Depa am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: QV[2—(,/ NAME: t Lem PERMIT#: e,7 ✓��� LOCATION: OT17ktLc-, ` INSPECT ON: /© TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place r Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing ooti g_Drain Daylight or Sump �.�.�- Footing-Drain Stone: 12 inch width 6 inches above footing _ — 6 mil-poly mjl-poly for wet areas under slab Baclfill,Approval Plumbing Under Slab C/Cast/Copper s: F'bundation_Ins latio Interi /Exterior R- Rough Grade 6 inch drop within 10 ft. L:ISueHemingway\Building.Codes.inspection.l'ORMS\'oundadon Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re st r q ive,n re "t e Queensbury Building&Code Enforcement Arrive: a Vpm rTco Depart: 1v Iti 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: P #: Z_I�X�-2 C LOCATION: CA — CT ON: TYPE OF STRUCTURE: Comments Y N N/A 4Footings Piers nolithic 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 Dampprooting Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch dropwithin 10 ft. L:\SueHemingw;iy\Building.Codes.Inspection.FORMS\Fotindation Inspection Report,doc January 28,2003 ' 25Y . Permit Number RESclieck Compliance Certificate Checked By/Date 1995 AMC REScheckSoflware Version 3.5 Release 1c Data filename:C:\Program FileslCheck\REScheck\JEFFREY ENGLEE-08-13-03.rck TITLE:JEFFREY,INGLEE CITY:Glens Falls STATE:New York HDD:7635 CONSTRUCTION TYPE:Single Family DATE:08/14/03 DATE OF PLANS:AUGUST 13,2003 PROJECT INFORMATION: q RESIDENCE AUG 18 2003 , COMPANY INFORMATION: PBS TQ%IN OF QUEENSBt.1RY COMPLIANCE:Passes Maximum UA=550 Your Home UA=550 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 780 49.0 0.0 17 Ceiling 2:Cathedral-Ceiling(no attic) 780 49.0 0.0 17 Ceiling 3:Flat Ceiling or Scissor Truss 920 51.0 0.0 23 Wall 1:,Wood Frame; 16"o.c. 240 28.2 0.0 9 Window 5:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 6:Wood Frame:Double Pane with Low-E 16 0.320 5 Door 5: Solid 21 0.210 4 Wall 2:Wood Frame, 16"o.c. 480 28.2. 0.0 20 Window 7:Wood Frame:Double Pane with Law-E .16 '0.320 5 ' Window 8:Wood Frame:Double Pane with Low-E 6 0.320 2 Window 9:Wood Frame:Double Pane with Low-E 6 0.320 2 Window 10:Wood Frame:Double Pane with Low-E 16 0.320 5 Window I l:Wood Frame:Double Pane with Low-E 16 0.320 5 Door 6: Solid, 21 0.210 4 Wall 3a Wood Frame, 16"o.c. 88 28.2 0.0 4 Window 12:Wood Frame:Double Pane with Law-E 9 -0.320 3 Wall 4:Wood Frame, 16"o.c. 72 28.2 0.0 2 Window 13:Wood Frame:Double Pane with Low E 30 0.320 10, Wall 5:Wood Frame, 16"o.c. .240 28.2 0.0 8 Door 7:Glass 43 0.270 12 Door 8:Glass 43 0.270 12 Wall 6:Wood Frame, 16"o.c. 200 28.2 0.0 4 Window 14:Wood Frame:Double Pane with Low-E 31 0.320 10 Window 15:Wood Frame:Double Pane with Low-E 31 0.320 10 Window 16:Wood Frame:Double Pane with Low-E 25 0.320 8 Window 17:Wood Frame:Double Pane with Low-E 25 0.320 8 Window 18:Wood Frame:Double Pane with Low-E 9 0.320 3 Window 19:Wood Frame:Double Pane with Low-E 9 0.320 3 Wall 7:Wood Frame,..16"o.c. 80 28.2 0.0 2 Window 20:Wood Frame:Double Pane with Low-E 12 0.320 4 Door 9: Solid 21 0.210 4 Wall 8:Wood Frame, 16"o.c. 255 28.2 0.0 9 Window 2 1:Wood Frame:Double Pane with Low-E 7 0.320 2 Window 22:Wood Frame:Double Pane with Low-E 7 0.320 2 Door 10:Glass 31 0.270 8 Door 11:Glass 31 0.270 8 Wall 9:Wood Frame, 16"o.c. 250 28.2 0.0 11 Window 23:Wood Frame-Double Pane with Low-E 30 0.320 10 Wall 10:Wood Frame, 16"ox. 160 28.2 0.0 7 Window 24:Wood Frame:Double Pane with Low-E 30 0.320 10 Basement Wall 1: Solid Concrete or Masonry 40 28.2 0.0 2 Wall height:4.0' Depth below grade: 1.0' Insulation depth:4.0' Basement Wall 2:Wood Frame 40 28.2 0.0 15 Wall height:4.0' Depth below grade:0.0' Insulation depth:0.0' Basement Wall 3: Solid Concrete or Masonry 160 28.2 0.0 7 Wall height: 8.0' Depth below grade:6.0' Insulation depth:8.0' Basement Wall 4: Solid Concrete or Masonry 485 28.2 0.0 22 Wall height- 8.0' Depth below grade:6.0' Insulation depth:8.0' Window 1:Wood Frame:Double Pane with Low-E 2 0.320 1 Window 2:Wood Frame:Double Pane with Low-E 2 0.320 1 Basement Wall 5: Solid Concrete or Masonry 250 28.2 0.0 12 Wall height: 8.0' Depth below grade:6.0' Insulation depth:8.0' Basement Wall 6:Solid Concrete or Masonry 32 28.2 0.0 2 Wall height:4.0' Depth below grade:0.0' Insulation depth:,4.0' Basement Wall 7:Wood Frame 32 28.2 0.0 2 Wall height:4.0' Depth below grade:0.0' Insulation depth:4.01 Basement Wall 8:Wood Frame 16 28.2 0.0 1 Wall height: 8.0' Depth below grade:0.0' Insulation depth:8.0' Basement Wall 9:Wood Frame 220 28.2 0.0 6 Wall height:8.0' Depth below grade:0.0' Insulation depth:8.0' Window 3:Wood Frame:Double Pane with Low-E 40 0.320 13 Doo i r 1:Glass 31 0.270 8 Door 2:Glass 31 0.270 8 Basement Wail 10:Wood Frame 80 28.2 0.0 4 Wall height:8.0' Depth below grade:0.0' Insulation depth:8.0' Basement Wall 11:Wood Frame 256 28.2 0.0 8 Wall height:8.0' Depth below grade:0.0' Insulation depth: 8.0' Window 4:Wood Frame:Double Pane with Low-E 40 0.320 13 Door 3:Glass. 31 0.270 8 Door 4:Glass 31 0.270 8 Floor 1:Slab-On-Grade:Unheated 176 21.6 112 Insulation depth:4.0' Boiler 1:Gas-Fired Steam,75 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the.building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in RES kVersion 3.5 Release lc (formerly MECchec.}and to comply with the mandatory requirements listed in the RES checklnspec 'o hecklist r- Builder/Designer Date � (� pF N��,L, J Oqi O �0 q CQ wary, �`n i � .i RiEdScheck Inspection Checklist 1995 MTC RES checkSofrware Version 3.5 Release Ic DATE: 08/14/03 TITLE:JEFFREY INGLEE Bldg. Dept. Use Ceilings: 1. Ceiling 1:Cathedral Ceiling(no attic),R-49.0 cavity insulation Comments: 2. Ceiling 2:Cathedral Ceiling(no attic),R-49.0 cavity insulation Comments: 3. Ceiling 3:Flat Ceiling or Scissor Truss,R-5 1.0 cavity insulation Comments: Above-Grade Walls: I. Wall 1:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 2. Wall 2:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 3. Wall 3:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 4. Wall 4:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 5. Wall 5:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 6. Wall 6:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments• 7. Wall 7:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 8. Wall 8:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 9. Wall 9:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 10. Wall 10:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: Basement Walls: 1. Basement Wall 1:Solid Concrete or Masonry,4.0'ht/l.0'bg/4.0'insul, R-28.2 cavity insulation Comments: 2. Basement Wall 2:Wood Frame,4.0'htl0.0'bg/O.O'insul,R-28.2 cavity insulation Comments: 3. Basement Wall 3:Solid Concrete or Masonry,8.01 ht/6.0'bg/8.0'insul, R-28.2 cavity insulation Comments: 4. Basement Wall 4: Solid Concrete or Masonry, 8.0'ht/6.0'bg/8.0'insul, R-28.2 cavity insulation Comments: 5. Basement Wall 5:Solid Concrete or Masonry,8.0'ht/6.0'bg/8.0'insul, R-28.2 cavity insulation Comments: 6. Basement Wall 6:Solid Concrete or Masonry,4.0'ht/0.0'bg/4.0'insul, i R 28.2 cavity insulation Comments: [ ] 7. Basement Wail 7:Wood Frame,4.0'ht/O.O'bg/4.0'insult R 28.2 cavity insulation Comments: [ ] 8. Basement Wall 8:Wood Frame,8.0'ht/O.O'bg/8.0'insul,R-28.2 cavity insulation Comments: [ } j 9. Basement Wall 9:Wood Frame,8.0'ht/O.O'bg/8.0'insul,R-28.2 cavity insulation Comments: [ ] 10. Basement Wall 10:Wood Frame,8.0'ht/O.O'bg/8.0'insul,R-28.2 cavity insulation Comments: [ ] 1.1. Basement Wall 11:Wood Frame,8.0'ht/O.O'bg/8.O'insul,R-28.2 cavity insulation Comments: Windows: [ } 1. Window 5:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: } #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Window 6:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ j Yes[ ]No Comments: [ j 3. Window 7:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ j No Comments: [ } 4. Window 8:Wood Frame:Double Pane with Law-E,U-factor:0.320 j For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ j 5. Window 9:Wood Frame:Double Pane with Law-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] ( 6. Window 10:Wood Frame:Double Pane with Law-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ j 7. Window 11:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: } #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] ( 8. Window 12:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] ( 9. Window 13:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 10. Window 14:Wood Frame:Double Pane with Law-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ } 11. Window 15:Wood Frame:Double Pane with Law-E,U-factor:0.320 For windows without labeled U-factors,describe features: j #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ j ( 12. Window 16:Wood Frame:Double Pane with Low-E,U-factor:0.320 Fo C r windows without labeled U factors,describe features: #Panes Frame Type Thermal Break?( ]Yes[ ]No Comments: [ ] 13. Window 17:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes( ]No Comments: [ ] 14. Window 18:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: ' #Panes Frame Type Thermal Break?[ ]Yes[ I No Comments: [ ] 15. Window 19:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 16. Window 20:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ J Yes[ J No Comments: [ ] 17. Window 21:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ j Yes[ J No Comments: [ ] 18. Window 22:Wood Frame:Double Pane with Low-E.-U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ J No Comments: [ ] 19. Window 23:Wood Frame:Double Pane with Law-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ J Yes[ J No Comments: [ ] 20. Window 24:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 21. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ j Yes( ]No Comments: ( ] 22. Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ J 23. Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 24. Window 4:Wood Frame:Double Pane with Low-E,U-factor.0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ J Yes[ J No Comments: Doors: [ ] 1. Door 5:Solid,U-factor:0.210 Comments: ( J 2. Door 6: Solid,U-factor:0.210 Comments: [ ] 3. Door 7:Glass,U-factor:0.270 Comments: [ ] 4. Door 8:Glass,U"factor:0.270 Comments: [ ] I 5. Door 9: Solid,U-factor:0.210 Comments: E ] I 6. Door 10:Glass,U-factor:0.270 Comments: [ ] I 7. Door 11:Glass,U-factor:0.270 Comments: [ ] I 8. Door 1: Glass,U-factor:0.270 Comments: [ J I 9. Door 2:Glass,U-factor:0.270 Comments: [ J 10. Door 3:Glass,U-factor:0.270 Comments: [ J 11. Door 4:Glass,U-factor:0.270 Comments: Floors: [ ] 1. Floor 1: Slab-On-Grade:Unheated,.4.0'insulation depth,R-21.6 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. I Heating and Cooling Equipment: [ ] I 1. Boiler 1:Gas-Fired Steam,75 AFUE or higher Make and Model Number - Air Leakage: [ J Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ J I 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. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ J I Ducts in unconditioned spaces must be insulated to R 5. Ducts outside the building must be insulated to R 8.0. I Duct Construction: E J I All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Thermostats are required for each separate IIVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I . Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulatutn Thickness far Circulating Hot Rater Pipe.. Insulation,Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) UP t a 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(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) fc� Check Residential Plan Review: One&.Two Family Dwellings Y/N1N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf it 70 Ground Snow Load Sleeping Areas and Attics 30 psf jCalculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height-above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK 1/ Dampproofmg/Waterproofing Materials On Plans r - 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 lee and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors 74 } Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise , / Winder Run and Rise Spiral Not Allowed From 2n Story ly Smoke Detectors B tte c p d Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Thari 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access �� �cL�� Roof o er 30"—22"x 30"7,Craw Spaces 18"x 24"Access �1 Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed Town of Queenshury 742 Bay Road, Queensbury, NY 12804 .wilding & Code Enforeement Building Pmnit# Phone:(51S)761-8256 Date. Tax: (518)745-91137 Ewa - codes@queensbury net Dear Your buWmg penot application has been reviewed and found to be deficient in the following areax These details need to be added to or noted on both sets ofpbns. Please fee}free to contact this office with any qlesdons -regarding this matter. Sincerely, BMDING&CODES OFFICE LASueH.,T ingmylBu7ding'PamiL.FORMWdr)C.ient building pennitJM 2003-doe -3 0M Permit Number REScheck Compliance Certificate Checked By/Date 1995 AMC REScheckSoftware Version 3.5 Release Ic Data filename:C:\Program Files\Check\REScheck\JEFFREY ENGLEE-08-13-03.rck TITLE:JEFFREY INGLEE CITY:Glens Falls STATE:New York HDD:7635 NED CONSTRUCTION TYPE:Single Family R-Ef-�E DATE:08/14/03 AUG 18 2003 DATE OF PLANS:AUGUST 13,2003 TOWN OF-QUEENSSURY BLI1, PROJECT INFORMATION: RESIDENCE COMPANY INFORMATION:' PBS COMPLIANCE:Passes Maximum UA=550 Your Home UA=550 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 780 49.0 0.0 17 Ceiling 2:Cathedral Ceiling(no attic) 780 49.0 0.0 17 Ceiling 3:Flat Ceiling or Scissor Truss 920 51.0 0.0 23 Wall 1:Wood Frame, 16"o.c. 240 28,2 0.0 9 Window 5:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 6:Wood Frame:Double Pane with Low-E 16 .0.320 5 Door 5:Solid 21 0.210 4 Wall 2:Wood Frame, 16"o.c. 480 28.2 0.0 20 Window 7:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 8:Wood Frame:Double Pane with Low-E 6 0.320 2 Window 9:Wood Frame:Double Pane with Low-E 6 0.320 2 Window 10:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 11:Wood Frame:Double Pane with Low-E 16 0.320 5 Door 6:Solid 21 0.210 4 Wall 3:Wood Frame, 16"o.c. 88 28.2 0.0 4 Window 12:Wood Frame:Double Pane with Low-E 9 0.320 3 Wall 4:Wood Frame, 16"o.c. 72 28.2 0.0 2 Window 13:Wood Frame:Double Pane with Low-E 30 0.320 10 Wall 5:Wood Frame, 16"o.c. 240 28.2 0.0 8 Door 7:Glass 43 0.270 12 Door 8:Glass 43 0.270 12 Wall 6:Wood Frame, 16"o.c. 200 28.2 0.0 4 Window 14:Wood Frame:Double Pane with Low-E 31 0.320 10 Window 15:Wood Frame:Double Pane with Low-E 31 0.320 10 Window 16:Wood Frame:Double Pane with Low-E 25 0.320 8 Window 17:Wood Frame:Double Pane with Low-E 25 0.320 8 Window 18:Wood Frame:Double Pane with Low-E 9 0.320 3 Window 19:Wood Frame:Double Pane with Low-E 9 0.320 3 Wall 7:Wood Frame, 16"o.c. 80 28.2 0.0 2 Window 20:Wood Frame:Double Pane with Low-E 12 0.320 4 Door 9:Solid 21 0.210 4 Wall 8:Wood Frame, 16"o.c. 255 28.2 0.01 9 Window 21:Wood Frame:Double Pane with Low-E 7 0.320 2 Window 22:Wood Frame:Double Pane with Low-E 7 0.320 2 Door 10:Glass 31 0.270 8 Door 11:Glass 31 0.270 8 Wall 9:Wood Frame, 16"o.c. 250 28.2 0.0 11 Window 23:Wood Frame:Double Pane with Law-E 30 0.320 10 Wall 10:Wood Frame, 16"o.c. 160 28.2 0.0 7 Window 24:Wood Frame:Double Pane with Low-E 30 0.320 10 Basement Wall 1:Solid Concrete or Masonry 40 '28.2 0.0 2 Wall height:4.0' Depth below grade: 1.0' Insulation depth:4.0' Basement Wall 2:Wood Frame 40 28.2 0.0 15 Wall height:4.0' Depth below grade:0.0' Insulation depth:0.0' Basement Wall 3: Solid Concrete or Masonry 160 28.2 0.0 7 Wall height: 8.0' Depth below grade:6.0' Insulation depth:8.0' Basement Wall 4:Solid Concrete or Masonry 485 28.2 0.0 22 Wall height: 8.0' Depth below grade:6.0' Insulation depth:8.0' Window 1:Wood Frame:Double Pane with Low-E 2 0.320 1 Window 2:Wood Frame:Double Pane with Low-E 2 0.320 1 Basement Wall 5:Solid Concrete or Masonry 250 28.2 0.0 12 Wall height: 8.0' Depth below grade:6.0' Insulation depth:8.0' Basement Wall 6:Solid Concrete or Masonry 32 28.2 0.0 2 Wall height:4.0' Depth below grade:0.0' Insulation depth:4.0' Basement Wall 7:Wood Frame 32 28.2 0.0 2 Wall height:4.0' Depth below grade:0.0' Insulation depth:4.0' Basement Wall 8:Wood Frame 16 28.2 0.0 1 Wall height: 8.0' Depth below grade:0.0' Insulation depth:8.0' Basement Wall 9:Wood Frame 220 28.2 0.0 6 Wall height:8.0' Depth below grade:0.0' Insulation depth: 8.0' Window 3:Wood Frame:Double Pane with Low-E 40 0.320 13 Doo r 1:Glass 31 0.270 8 Door 2:Glass 31 0.270 8 Basement Wall 10:Wood Frame 80 28.2 0.0 4 Wall height:8.0' Depth below grade:0.0' Insulation depth: 8.0' Basement Wall 11:Wood Frame 256 28.2 0.0 8 Wall height:8.0' Depth below grade:Off Insulation depth: 8.01 Window 4:Wood Frame:Double Pane with Low-E 40 0.320 13 Door 3:Glass 31 0.270 8 Door 4:Glass 31, 0.270 8 Floor 1:Slab-On-Grade:Unheated 176 21.6 112 Insulation depth:4.0' Boiler 1:Gas-Fired Steam,75 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the,building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in RES FleckVersion 3.5 Rplease I c (formerly MECchec)o and to comply with the mandatory requirements listed in the RES checklnsp �Checklist Builder/Designe( Date Q(V of Ne '0 CO 4 0.5 4%j: '- "'Scheck Inspection Checklist 1995 MEC RES checkSoftware Version 3.5 Release lc DATE:08/14/03 TITLE:JEFFREY INGLEE Bldg. Dept. Use Ceilings: 1. Ceiling 1:Cathedral Ceiling(no attic),R-49.0 cavity insulation Comments: 2. Ceiling 2:Cathedral Ceiling(no attic),R-49.0 cavity insulation Comments: 3. Ceiling 3:Flat Ceiling or Scissor Truss,R-5 1.0 cavity insulation Comments: Above-Grade Walls: 1. Wall,1:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 2. Wall 2:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 3. Wall 3:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 4. Wall 4:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 5. Wall 5: Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 6. Wall 6:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 7. Wall 7:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 8. Wall 8:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 9. Wall 9:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: 10. Wall 10:Wood Frame, 16"o.c.,R-28.2 cavity insulation Comments: Basement Walls: 1. Basement Wall 1:Solid Concrete or Masonry,4.0'ht/l.O'bg14.0'insul, R-28.2 cavity insulation Comments: 2. Basement Wall 2:Wood Frame,4.0'ht/O.O'bg/0.0'insul,R-28.2 cavity insulation Comments: 3. Basement Wall 3:Solid Concrete or Masonry,8.0'ht/6.0'bg/8.0'insul, R-28.2 cavity insulation Comments: 4. Basement Wall 4: Solid Concrete or Masonry,8.0'ht/6.0'bgt8.0'insul, R-28.2 cavity insulation Comments: 5. Basement Wall 5:Solid Concrete or Masonry,8.0'ht/6.0'bg/8.0'insul, R-28.2 cavity insulation Comments: 6. Basement Wall 6: Solid Concrete or Masonry,4.0'ht/O.O'bg14.0'insul, a R-28.2 cavity insulation Comments: [ ] I 7. Basement Wall 7:Wood Frame,4.0'ht/0.O'bg/4.0'insuI,R 28.2 cavity insulation Comments: [ ] 8. Basement Wall 8:Wood Frame,8.0'ht/O,O'bg/8.0'insul,R 28.2 cavity insulation Comments: [ ] I 9. Basement Wall 9:Wood Frame,8.0'ht/O.O'bg/8.0'insul,R 28.2 cavity insulation Comments: [ ] I 10. Basement Wall 10:Wood Frame,8.0'httO.O'bg/8.0'insul,R 28.2 cavity insulation Comments: [ ] I 11. Basement Wall 11:Wood Frame,8.0'ht(O.O'bg/8.0'insul,R 28.2 cavity insulation Comments: I Windows: [ ] I 1. Window 5:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: j ] I 2. Window 6:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 3. Window 7:Wood Frame:Double Pane with Law-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?j ]Yes[ ]No Comments: [ ] I 4. Window 8:Wood Frame:Double Pane with Law-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ j Yes[ ]No Comments: j ] I 5. Window 9:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 6. Window 10:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 7. Window 11:Wood Frame:Double Pane with Law-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 8. Window 12:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 9. Window 13:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 10. Window 14:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 11. Window 15:Wood Frame:Double Pane with Law-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 12. Window 16:Wood Frame:Double Pane with Low-E,U-factor:0.320. Fo r windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No [ Comments: [ ] 13. Window 17:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: [ #Panes Frame Type Thermal Break?j ]Yes j ]No Comments: [ ] [ 14. Window 18:Wood Frame:Double Pane with Low-E,U-factor:0.320 [ For windows without labeled U-factors,describe features: [ #Panes Frame Type Thermal Break?[ ]Yes[ ]No [ Comments: [ ] ( 15. Window 19: Wood Frame.-Double Pane with Low-E,U-factor:0.320 [ For windows without Iabeled U-factors,describe features: [ #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] [ 16: Window 20:Wood Frame:Double Pane with Low-E,U-factor:0.320 [ For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No [ Comments: [ ] ( 17. Window 21:Wood Frame:Double Pane with Low-E,U-factor:0.320 [ For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[. ]No [ Comments: [ ] [ 18. Window 22:Wood Frame:Double Pane with Low-E,U-factor:0.320 [ For windows without'labeled U-factors,describe features: [ #Panes Frame Type Thermal Break?[ ]Yes[ ]No [ Comments: [ ] [ 19. Window 23:Wood Frame:Double Pane with Low-E,U-factor:0.320 [ For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?j ]Yes[ ]No Comments: [ ] [ 20. Window 24:Wood Frame:Double Pane with Low-E,U-factor:0.320 [ For windows without labeled U-factors,describe features: [ #Panes Frame Type Thermal Break?[ ]Yes[ ]No [ Comments: [ ] ( 21. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 [ For windows without labeled U-factors,describe features: - #Panes, Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] [ 22. Window 2:Wood Frame:Double Pane with Low-E.U-factor:0.320 [ For windows without labeled U-factors,describe,features: [ #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] [ 23. Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: [ #Panes Frame Type Thermal Break?[ ]Yes[ ]No [ Comments: [ ] ( 24. Window 4:Wood Frame:Double Pane with Low-E,U-factor: 0.320 [ For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No [ Comments: [ Doors: [ ] 1. Door 5:Solid,U-factor:0.210 [ Comments: [ ] [ 2. Door 6:Solid,U-factor:0.210 [ Comments: [ ] ( 3. Door 7:Glass,U-factor.0.270 [ Comments: [ ] [ 4. Door 8:Glass,U-factor.0.270 Comments• 5. Door 9:Solid,U-factor:0.210 Comments: 6. Door 10:Glass,U-factor.0.270 Comments: 7. Door 11:Glass,U-factor:0.270 Comments• 8. Door 1:Glass,U-factor:0.270 Comments: 9- Door 2:Glass,U-factor:0.270 Comments: 10. Door 3:Glass,U-factor:0.270 Comments: 11. Door 4:Glass,U-factor:0.270 Comments: Floors: 1. Floor 1: Slab-On-Grade:Unheated,4.0'insulation depth,R-21.6 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Heating and Cooling Equipment: 1. Boiler 1:Gas-Fired Steam,75 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 identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building,must be insulated to R-8.0. Duct Construction: All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. The I-1VAC system must provide a means for balancing air and water systems. Temperature Controls: Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Circulating Hot Water Systems: 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. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. i Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to I" 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(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 09/03/2003 11.05_ 518-792-2477 PBS PAGE 02 _ • rr - CRmcAL Dnv SIGNS { Rough xt pray t OxyU t Sash IYin1U0n dcar Cdoatr Clear cat Ape O C Wk CnnEig. opening C B �ak"e te� Ualt unit Unit unit spa 7emDn� width t ieoi tg H Laxgth �v x s w_ idth Deec tiofl width HeiKht Art ftt? C1824 18" 24" 3.00 19" .24-1/2" 12.934" 18.934" 6.06` 3x2 11.67" 19.81" 1.61 C1836 18" 36" 4.50 19" 36-1/2" 12.934" 30-934" 8.06' 3x3 11.67" 31.81" 2.58 C1840 1$" 40" 5.00 2S 31 19" 40-1/2° 12,934" 3J1.934" 8,72' 3x3 11,67" 35.81" 2.90 c1848 18" 48" 6.00 2-7 3419" 48-1/2" 12,934" 42.934" 10,06' 3x4 11,67" 4 " 3.55 C1854 18" 54" 6.75 34 42 19" 54-1/2" 12.934" 48.934' 11,06' 3X4 11.67" 49.81.81" 4.04 m860 18" 60" 7.50 19" 60-1/2" 12.934" 54.934" 12,06' 37,5 11..670 55.81" 4,52 C1866 18" 66" $125 45 55 19" 66-1/2" 12.934" 60.934" 13.06' 3x5 11,67" 61.81" 5.01 C1872 18" 72" 9.00 47 58 19" 72-1/2" 12.934" 66.934" 14.06' 3x6 11,67" 67.81" 5.49 C2424 24" 24" 4.00 20 25 25" 24-1/2" 18.934" 18.934" 7.06' 3x2 14.84" 19.81" 2.04 C2436 24" 36" 6.00 25" 36-1/20 18,9349 30,934" 9.06' 3x3 14.84" 31.81"1 3.28 C2440 24" 40" 6,67 25" 40-1/2" 1$,934" 34.934" 9.72' 3x3 14.84" 35.81" 3.69 C2448 24" 48" 8.00 37 47 25" 48-1/2" 18.934" 42.934' 11-06 3x4 . 14.84" 43,81" 4.51 CZ454 24" 54" 9.00 25" 54-1/2" 18.934" 48.934" 12,00 3x4 14.84" 49.81" 5.13 C2460 24" 60" 10.00 43 56 25" 60-1/2" 18.934" 54.934" 13-W 3x5 14.84" 55,81" 5.75 C2466 24" 66" 11.00 49 64 25" 66-1/2" 18.9344 60.934" 14.06' 3x5 14.84" 61,81" 5.37 C2472 24" 72" 12.00 25" 72-1/7" 18.934" 66.934" 15,06' 3x6 14.54" 67.81". 6.99 C3036 N. 36" 7.50 31" 36-1/2" 24.934" 30.934, 10.06' 3x2 20.40" 31,81" 4,51 C3036E 30" 36" 7,50 31" 36-1/2" 24.934" 30.934" 10.061 3x2 22.49" 31.81" 4.97 C3040 30" 40" 8.33 31" 40-1/2" 24.934" 34.934" 10.72' 3x3 20,40" 35.51" 5,01 C3ME 30" 40" 8.33 31" 40-1/2" 24.934" 34.934" 10,72' 3x3 22.49" 35.81" 5.59 C3048 30" 48" 10-00 42 53 31" 48-1/2" 24.934" 42.9340 12.06' 3x3 20.40" 43.81" 6,20 C3048B 30" 48" 10.00 42 53 31" 48-1/2" 24,934" 42.934" 12.06' 3x3 22,49" 43.81" 6.84 C3054 30" 54" 11.25 31" 54-1/2" 24.934" 48.934" 13.06' 3x4 20.40" 49.81" 7.05 C3054 30" 54" 11.25 31" 54-1/2" 24.9341, 48.934" 13.06' 3x4 22.49" 49,81" 7.7f3 C30W 30" 60" 12.50 49 66 311" 60-1/2" 24.9341 54.934" 14.06' 3x5 20.40" 55,81" 7.90 C30WE 30" 60" 12.50 49 66 31" 60-1/2" 24.934" 54.934" 14.06' 3x5 22.49" 55,81" 8.71 C3066 30" 661" 13.75 31" 66-1/2" 24.934" 60.934" 15.06' 3x5 20.4o" 61;81" 8.75 C3066E 30" 66" 13.75 31" 66-1/2" 24.934" 60.934" 15.06 3x5 22.49n 61.81" 9.65 C3072 30" 72" 15.00 59 72 31,1" 72-1/2" 24.934" 66.934 16.06, 3x6 20.40" 67.81" 9.60 C3072E 30" 72" 15.00 59 72 31" 72-1/2" 24.934" 66.934" 16-W 3x6 22.49" 67,81" 10.59 C3636 36" 36" 9.00 37" 36-1/2" 30.934" 30.934" 11.06' 3x3 26.40" 31.81" 5.83 C3640 36" 40" 10.00 37" 40-1/2" 30.934" 34.934" 11-72' 3x3 26.40" 35.81" 6.56 C3648 56" 4811 12.00 371" 48-i/2" 30.934" 42.9341, 13,06' 3x4 26.40" 43,81" 8.03 C3656 36" $4" 13.50 37" 54-1/2" 30.934" 48.934" 14.06' 3x4 26.40" 49.81" 9.13 ` C3660 36" 60" 15.00 37" 60-1/2" 30,934" 54.934" 1 15.06' 1 3.5 1 26.40" 55,81" 10.23 3-94 we I Project Name: BP# C>?a Address: � ruil Permit Submission SingL-farrdy du&g Twfandy dunWT Checklist All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of Queensbuty Building Department. If any of the below items are lackirig,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ...... .......... ... ............ ....... fjj� n no [Jn/a 2. Energy Form or ChecBdate Energy Code Compliance Forms Complete.. ICJ i' ; Ono On/a 3. Energy Code Inspectors Report from CheckMate Program...... ... ... ..... �s El no El rL/a 4. Septic application completely filled out(if applicable)...... ... ......... . 12-5ts r]no n n/a 5. Solid Fuel Burning or Gas Appliance Form... ......... .................. ...... ..EJ—ye--s Ono On/a 6. Electrical Inspection Form......... ... ... ...................... ... .................. Elno Eln/a 7. Two(2)complete sets of structural drawings........... ...... ......... ......... .125es ❑no nn/-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,......... ... � Elno Fln/a location of well or water lines,location of septic system or sewer be. 9. Setbacks from property lines to new structure......... ... ... ................. B%s' Ono [Jn/a 10. Setbacks to neighboring wells and septic systems,including onsite well Ono nn/a and septic systems (if applicable) 11. DrivewayPermit.......... ... ............ ......................... ......... .. ...... yw EJno ❑f-Jn/a Date: Staff Initial: L-\Suelienihigway\Bt&ding.Pennit-FORMS\Genetic Cleddist.doc ��_ ��6 9E�Ee�����6�BB�6B6�9 OEM ��B , 96EGfi0969111191111��ECG�GC30@IIl161111GeE@06� , EMU 00��@�E61111611118�@�6�EB�G�111161111�9G�9�� E�06�€�06�111�1�16����GG�BE911119�IIIG�9@��� C��GGD�B00IIIIDIIIIB0 �KE[611p110IC11E�069�086��IIq�1111��@@BBG9���11'�I�IIIIG�EEE MAI PROPOM PERC TEST SEP71C RATE 1" IN a 29 MIN. - ., _ `» 1GACNIC!'hC .IUNE 26. f876 LANDS N/F OF ACI( ALBERT & MARILYN SMITH 0.,;' PROPr)SED PERC TEST E RATT \ ti' ! HOUSE 1" I N 3 M 00 SEC. ,OD, SETBACK \ - = H 1 - 298.86' LOT 2 \ y� 607,549 sq.ft. �• Y : -• / .w; , S06'35'27"W 13.95 acres Nunn* � , ramemm • , LC— (BUSHED STONE � f >. R5 ., — .... • , ...... , , oRlvE -. j r7 ""'. !?' �+ N07*26'47"E I,cv f ;- "I have seen or obsery d, or believe I saw evidence of, all objects such as ho es, wells, trees, fences, etc., M shown on this docile; nt. I also represent that I.have to personally measured `,R distances set forth on the diagram." 1l I CV � �4. CIO i DRIVE SHALL BE A MINIMUM OF 20' FROM SOUTH LINE SiGNA E DATE 4 L017 --- i L -... ,ODTBACK N 100' SETBACK FROM MIE1t.AN0S ---- ..�_ 9NAOa< l k WETLANDS AS FLAGGED 3 _ i BY THE A.P.A. + -3- r f 872.58' LANDS N/F OF S06`35'27"yy CIRF ?+":�`'.•.. r. ;� MICHAEL PALL POND 4 0 _ Y? ` - 4 LANDS N/F OF in -O i0 WILLIAM & LISA GEREAU � gm M AUG 1 R 2003 t t� • • �� TOWN OF C�U1=E�iSBURY r BUILDING AND CODE • ` _ � .0 Tin a el t - 1"'�• I° MMMIM ALM IXI a W"'° A M Plot Plan made for Scats-1'=100, Wr WARM A L=V= LAO SUNE� � M A 11IN VM STATE lDIIOI IM LAW" "MY com MW 111E CI W& of 'nil yyrr�yy� MMIIem 1N1M M ASONK 111E LAI{/ IISIYE co S �� 1 StevesWPM """"""`�1"'°°�11,0`>,Agw,I�11e.• Jeffrey Inglea •A.1/ "N IWWY MS MMIM® M ACCOOMM OW IM Cann owe or PRACM teal wo vm%t o 00" Land SurveyorLA 11E ItM WOiTAIE AW7aT 1X PIIaEMa1M. II/O lIRYE1a1A MO f611MpT1a1S 111NL nlSl utr pD DBE rAnSOn M w o11 111E "%V a MWOM MD 169 Haviland Road Queenx�bury, New York 12804 A� `M o ""t" ' MQ Town of Qutenr�bury, barren County, New York ,0111E Aseawua a n1E tuonlo Mrennlan• IN L`-916 (518) 792-•8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. No. 00206-2