The URL can be used to link to this page

2004-451 TORN OF UEENSBURY Q 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20040451 Date Issued: Thursday, February 03, 2011 This is to certify that work.requested to be done as shown by PermitNumber P20040451 has been completed. Location: 877 SHERMAN Ave Tax Map Number. 523400-301-017-0002-043-000-0000 Owner. WILLIAM &RONA BACKUS Applicant: WILLIAM & RONA BACKUS This structure maybe occupied as a: Residential Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, 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 QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040451 Application Number: A20040451 Tax Map No: 523400-301-017-0002-043-000-0000 Permission is hereby granted to: WE,T,TAM&RONA BAC;KT TS For property located at: 877 SHERMAN Ave 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: WILLIAM&RONA BACKUS Residential Addition $6,000.00 877 SHERMAN Ave Total Value $6,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-451 352 SQ FT RESIDENTIAL ADDITION $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, July 09, 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 T Fjiddy, July 09, 2004 SIGNED BY for the Town of Queensbury. IV- Director of Building&Code Enforcement •fy ;Building Permit'Application Town of Queensbay a Dept of Community Development,742 Bay Road,Queensbury,NY h= 018)761.W6 x; A permit must be obtained before beginning construction. Permit File No 4 No inspection will be mado until applicant has received a Fee Paid �j valid Vuilding permit-';An applicants' spaces on this Roo.Fee Paid $ application must be completed and must appear on the Reviewed B application form. :;Tkv�- Applicants Address: s Address: tv • v o �: Phone#(.5j a)7VY Phone#c2D me e 1 s ?NIV �T property Locattori: Lot Number: � / House Number -6ie � �G 'eel Number: Subdivision Name: r Tax Nap �p/F C) o New Building: rasidence !commercial 'Estimated Market Value of Construction:$ p�.Addition: <� commercial If as Add' 'on, hat will use of new addition be? o Alteration: rosidenco/ commercial c Ca No change to ear size: residence!com'1 m' ��m ' O Other work(descrlb0 ) Check OCCIIpAt1CyIIIfoa"mation V Floor 2 Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet i + Sin -0trtil dwellin t 0 Two fg=Uy dwelling 0 Townhouse o MuldfamW dwelling #ofmits=„ o Office o Mercantile 0 Manufaatut3si• 0 1 car ddachesl a Q 2 ear detached: go 0 3 car detached-orage a 1 car attached O 2 car aftchodgomp 0 3 car aftchad:Strage 0 Storage bt4ft- commeroi O Storage building reI J sidential o er What is the proposed height of the structure feet inches Wit any second-hand or ungraded lumber be used? If so,for what? QQ ^_ Type of Heating System electric/ o' / gas/wood /forced hot air/ basebo other: Number of.Ftr,gar s to be in#alled Numbcr of WoodstovU to be installed _ List below the person(s)responsible for supervision of work as regards to building codes: Natzie. ` Address Phone Numbor Builder _ z os / ;% Plumber f S '� - �"- Mason { Electrician I Declarati please sign be f ow iftfter you have carefully read the statement: .R" To the best of my knowled$ the statements contained in this application,together with the plans and specifications submitted,are a tray and co ,plete statement of all proposed work to be done on the described premises and that all provisions of the Building Code;the Zoning 0rdin4ca and all other laws pertaining to the proposed work shall be complied with,whether specified or r pted and that such work is authorized by the owner. Burther,it is understood that Y/wo shall submit,prior to a Cato of Occupancy or Certificate of Compliance being issued,as requested by the Zoaisg Administrator a of Building and Co s,au A'Butle Sarvev by a licensed surveyor;drawn to scale,showing actual location of new oo cttoa' Sigaa :• owner,owner's agent,architect,contractor s Job Site Address: 4em-10LODate: ��'��Cc,L( r Owner: `' Application No. File No. t WINDOW SCHEDULE Y. �^' r a,dWt,«R+ a'; , e r., kFC'v ' '. t n c Window Window Mfg. Window Unit or 1�� & 'r `xg�t $C1�ETC�; T SQFle�r dear Special Hardware or Number or Name. Model Stock ng ' ' '�rlasslstb Slasskl'ealgp1+ 6 }gl? Instructions Letter on Or Type Number l aE ° ` : r �, 3,raf ath� 8 d aca t Fib eG '� �aI$'4 at xn e� tY8 ra C}GS Plan Call Size ,;•t t as e1�3 E oaexaa , } y�c µt 4E3 as�t}xxaa ?wcioassa E o S��a a tt; �Y 3 a to�x rl r a G{4xC2?a�y7C .2E�5."ae r a,ai. e sc2Y�t r Fxa 3 ,xk zeta°y'�5`yT2 [�r� .as cs 7 ,.xaa E'E"''3;" E� ,;"':: xiE.y..§L� .:.:3.�:6tl��T �nn.}a.� p repCl.t.:- -'�. . n�..#..7..•a. , ( N=3 �, re d -36 Y, 7 j(H el -THIS LINE HAS EXAMPLES OF SAMPLE ENTRIES Tq:l x3' ` :t yTejnpered I @ 7 - t'•rst?.'+ f••4:f '4..a: :• ..r.,,. ?;:.. ;%a,-. `sr. v ,z. i L 16" Glazing' ,t. r' ; ;.�.. 4 x J .:t• art ?T t,G -2'.•Ya`. .t'd� y.t .5a.,�.P s' ,,�', 7, 2 iln.�, r+ 1, ter,; N;�.. :,rt': ``'I:i\SueHemingway\Building,Permit.FORMS\Window Schedule.doc _ •Y; Job Site Address: gnat Date: 66 Oq Own er: �2 �S Application No. File No. Building Permit— Calculation Sheet Natural Light, , entilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent Actual Sq.Ft. Remarks Room Room 8%of Room Light 4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage. Feet yes 35a Cao ik 1 i Lt\.SueHerrdngway\Building.PermiCFORMS\Nat.Light.Ventil.calculation.5heet.doo _ Project Name: BP# - Address: 37 sec an Ne, . K Building Pemit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any budding permit to the Town of QueensburyBuilding Department. If any of the below items are lacl*,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ..................................... [ yes ❑no ❑n/a ar..•�: �� 2 EnergyForm:.or.Checklate:Energy.Code:Comp ete.. �./.. _ . ... _ _ liance Forms Compl �0,•y�s-❑nfl ❑.n/a , (2 copies): 3. Energy Code Inspector's Report from checkMate Program...... ... ...... .. (r, yes ❑no ❑n/a (2 copies) 4. Septic application completely filled out(if applicable)... .................. ... ❑yes ❑no U/n/a S. Solid Fuel Burning or Gas Appliance Form... ......... ❑yes Elno Lim 6. Electrical Inspection Form......... ❑ ❑ o [O a ....................................... ...... . yes n n/ 7. Two(2)complete sets of structural drawings........ W4 ono. [:]n/a a)floor plan;b)foundation plan;c)cross sections:d)elevations; e)window and door schedule 8. Two(2)site plans showing location of the structure to be built,............ ❑yes ❑no [j/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure............... ............ ... .. [94 Ono. (]n/a lo. Setbacks to neighboring wells and septic systems,including onsite well.... ❑yes [--]no Elea and septic systems (if applicable) 11, DrivewayPernmt...... ......... ... ... ......... .................. ......... ......... ❑yes ❑ o Va n Date: Staff Initial: L:\SueHenungNvvat}'\BuUdingPernutFORNB\Generic Checidist.doc January 28,2003 ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method—1&2 Family Dwellings(only) Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelling; Multi**Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance,Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLI 'S NAME: PROPED TY LOCATION: '` ";:FAX, 5 THOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1, Gross Floor Area.- 359L square feet 2. Type of heat- Electric_P Oil Gas Other 3. Is building mechanically cooled?__yes_�No 4. Percentage of area of windows and doors Over 17% Under 17% 5, R VALUES FOR MSULATION GIVEN BEL•ORS MUST CORRESPOND TO R VALUES AS SHOWN ON PLANS SUBMITTED: R a: Roof 30 b. Exterior walls R7— c. Glazed areas R d. Exterior doors R C. Floors over unheated spaces R 3 f. Edge of slab on grade(heated.building) R g. Basementkellar yralls(above grade) R h. Basementleellar walls(below grade) R i, Heating/cooling-ducts—Piping—in unheated space R 6, Service(domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED pp cant VS nat n Date. Phone Number INSPECTOR'S REMARKS: 1 Queensbury Building.& Code Enforcement - esidentiel Final Inspection Office No. (518)761-8256 Arrive. p . 5#: CP-MI;l Date Inspecton request received: Inspect s Initiala1 ITNAME: P LOCATION: E: TYPE OF STRUCTURE: Comments: Y N NIA 4° Building Number Address visible from road Chimney Height/"Bw Vent/Direct Vent Location Fresh Air Intake 3 Inch Plumbina Vent throw h roof minimum 6 Inches Roof Complete/Exterior Finish Com ete Platform at all exterior doors Handrail 4 or more risers Guards at stairs decks atios more than 30 inches above rade Guard at stairwell at 34 inches or more Guard at deckporches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railin s 34 inches to 38 inches Deck Bracin /Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 8 inch clearance to sill fate Gas Valve shut-off a osed/regulator 18 inches above grade Interior rivac I trim/doors I main entrance 36 Inches Bathroom/Kitchen watertight Safe al /Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every.bedroom area: Inter Connected: Batts baclku 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 .ft.vents Bathroom Fans if no window Plumbina fixtures Foundation insulation/insulation Certification Floor truss draft stopping finished basement 1,000 s .ft. / Emeruency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to fumaoe area Fumace/Hot Water Heater operating Low water shut-off boiler Relief ValveW installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches Gare a Floor Pitched / Garage fireproofing/%hour fire door/door.doser r Duct work Sealed properly Gas Logo In Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Are Fault Breaker in Bedrooms Flex Gas-Pipe Bonding As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification if re uired Okay to issue C I C or C 10 Tem ors /Permanent L:\Building&Codes Formsl8uilding&Codesllnspection FormsWesidential Final Inspection Forrr_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Queensbury Building & Code Enforcement - Residential Final Inspection j Office No. (518)761-8256 Arrive: am/p :e rt: am/pm Date Inspection request received: Inspector's Initials: V NAME: ,LLx4aoo) PERMIT#: LOCATION: G DATE: 9, TYPE OF STRUCTURE: Comments Yes 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: n J c'ucl'� Carbon Monoxide Detector 1� 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 . 13,, ae) S , Bathroom Fans,if no window Plumbing fixtures Foundation insulation Clare IL Floor truss,draft stopping finished basement 1,000 s .ft. L(, 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 ✓G�-� Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct 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 f Flood Plain Certification,if required Okay to issue C/C or C/O [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: < < am/p � D part: am/pm Date Inspection request received: Inspector's Initials; NAME: PERMIT#: LOCATION: .-- DATE: TYPE OF STRUCTURE: Comments: • Yes No NIA 4° 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 / J 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 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 safe lazin Interior Smoke Detectors/Cartoon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: __ Inter Connected: Batte 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 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification 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 Valves installed/Heat Trap/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 properly Gas Logs in Sealed or Glass Enclosure f Final Electrical V I ✓/ C �� I Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent r L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 Rough plumbing / Insulation Inspection Rep® / Office No. (518) 761-8256 Date Inspection request received: � as Queensbury Building & Code Enforcement Arrive: nVepart: a /pm742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME. 13A lu S PERMIT #. O r i LOCATION:_ '577 S /4�iz-m ,v Flvf INSPECT ON: 2 � TYPE OF STRUCTURE: 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 w+j r7 Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test �(,j,�i cz,91"f Water Supply Piping Air/ Head . 50 P.S.I for 15 minutes sulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct Hot Water Piping Insulation / P 9 If required unheated spaces Ckj Combustion Air Supply for Furnace _ �� . Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 ./ v--/ a Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: arn/p - apart:, pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ( PERMIT#: lam/Lf— LOCATION: �N:INSPECT C TYPE OF STRUCT RE: COMMENTS taming._. : Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom'6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fi e separation 1, 2, 3 hour ire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 q-ll Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: �jo Queensbury Building&Code Enforcement Arrive: am/p ) a'rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: l G K t/ S PERMIT#: 00 L L r LOCATION: INSPECT ON: TYPE OF STRUCTURE: E -F Y N N/A C®Ml0'IE�1TS ra I'i7 Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % (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 Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report _ - 4D1'V '! Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _ _ PERMIT#: LOCATION: _ INSPECT ON: _ TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete, Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place l�C� P�oundation Dampproofing J C� rd OT�i�� Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6,iRfl7poly for wet areas under slab ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHomingway\Building.Codes.Inspecti on.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Reports„_ :,: Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: m/pm 742 Bay Rd.,Queensbuiy,NY 12804 Inspector's Initials: NAME: (.�7 PERMIT#: LOCATION: INSPECT ON: 2 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. F undation/Wallpour enforcement in Place Fc�untlatiori D"ampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab s'Backfi.11'Approval. . Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Bui]ding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 / a Foundation Inspection Report Office No. (518) 761-8256 Date Inspection rtst ed: Queensbury Building&Code Enforcement Arrive: aDepart:742 Bay Rd., Queensbury,NY 12804 Inspector's InitialNAME: ��7 l �U P 0 LOCATION: INSPECT ON: TYPE,OF STRUCTURE: �.��/� Comments Y N N/A ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for :_ C��U�OC vs providing protection from freezing for 48 hours following the placement v"'�; p of the concrete. Materials for this pu_pr ose on site, Q of ��`}�,� Foundation/Wallpour W L[� `p Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab =� Backfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Bui Win g.Codes.Inspection.FORMS\Foundation Inspection Report doc January M 2003 [j = ; 5-I/2" X dal/2" 16" Q,C LI'e LOAF 40 . . . ki NO NM Rog T m�WIW 5CI55 -�'�`� IN10�Xl5111 ,'12Ut I{ 11 E I 20 CONKWON&FRAMf 518 CPX FLYV1 OOP R- IN5LLAIGN-ATIC 'X66 vXV , 25 Y 5 TAD%1461 PAM [a &VMR 6' LP ROM apt 5 2X66 5 5 I6" OL 24" owm6i R-21 IN5 LA110K] p-�II1.A110M-PLOOR 41, MONO%ffi : . ®" FI'MALL 4a' Mow am —_ � — I Ml l=l i i=1 ll=1 i(_( I IE 1 1 t t l l II s�. 1( f__I I !—I l I—i ►1_I I I—I f {—� ME!.=1 I !-1 11=1I- II{--! ! i--ill=li( IIi=1li=1i1={ ii=ill„Ill, ,llf, ,lll, ,lll=ll (=1 ZIA A--3x.c? -a"Q 1-1 Mi 11---=-( I M I M i Mi 11=1 11=1 i I i I I I I I=1 I lZI I f=I i 1!={I i=1 _ :._.. . _I I I I I Ml I hill M"i i ii► 1 I f=l 11=� 1-1=1 I i-1 (1=1 i 1=1 i ull' -4.. _ 7 _ - W2WZ Pmm,ZL X,91 Alf x i A , -� 70 1417,52 1 U15TINU I 6' %[MR I 20' X 16' G �4 PAD %KC TANK �r PACKU5 MNW5 arl 5t RMAN AW - ❑ aid 7�5-I52� �OflNG CONC PA19 3�t - REScheck.Package Generator Compliance-Report REScheck" Package Ge mer Location:Warren, New York l� Crtcuction Type:single Family Heating Type: Non-Electric RECEIVED \ Coda New York nergy Conservation Code HDD:7635 JU� s 2004 Wft OF WEENSBURY Builder-Name:, dEEFREY:BACKUSi. ... Date_06/Q712804 —BUILDING AND CODE BuilderAddress:- 877 SHERMAN:AVI1. QUEENSBURY NY. 12804 Building AddlresW-SAME_ ,n-;.- .-_ '. ...e..._.:.. - ,l a.T� .`tcEx�r +SC: ... �. - - .._ - ...,3.:. .,_._F'"'•ex xif:E.o:r:(F.. e. . Submitted 6 ___fit=FFREY"BAf,KUS -# aRe Number.518-745=1524 6iazita �. - r;tazirrgareales�ttrari t55cf3 9ro; 15.0% Maximum Glazing Area Des ptiorn Comments -Proposed-R-Value ` frtimurrrR-Value CetTing-, R-3q R-30 WqX Cavity. :R.2� R-21 . Wai Ccn6=tm fv'—G- R—O ...floor30' .. R 30 10CE R �c iat Maximum.U-FactorS" - r M U-o.38FOAM INA BY A 1_ U-(3:35 Egtrt e�-Efftj� .. aiat`irig F . Statement of Compliance:The.proposed-building design.repr� i Fr� �� 'rr}�e� �� building-plans, x en designed to meet the requir, nts.of.the.New York Energy Conservation Code. COrrlpliance wlth our comments Shall not be construed as indicating the plans and specifications are in full 2 cmm� - -@ With the Buildh.0 Bu• VDe er Company Name of New York State. Date uC: R d 4� BUILDING C PT. REVIEWED B KRAFT PATER INSULATION7 MUST BE DATE COVERED BY NON-COMBUSTIBLE BARRIER IEScheck-bMection Checklist New Construction Code Air Leakage: [}- Joints-,penekratiorrs; thcbcsiktirtctertaefep�that areaoure��.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.Y clearance from cornbustlbre materials.Ifnorr-rCfated,-Me fixture must be fristal (fWth a 3"clearance from insulation. I Vapor Retarder. f r Required-crrtitc framed ceilings,walls,and floors. Materials Identification: [] Rdiferfdrs aridequrpmentmust be Installed in accordance with the m ufacturer's installation instructions. [j Materials and equipment must be identified so that compliance can bd determined. ktarrufactti trtstall tteattng artd rootlrtgequiprrtertt and'"water heating equipment must be :provided. (] PnsuraGonR-varues and jfa n4 Ufadrdrs must-be dearry marked onyfle building plans or specifications. Duct Insulation: [j Supptydacts cuMide-"L41lding must be insulated to R-11. [] Return ducts in unconditioned attics or outside the building must be insulated to R-6. (r" SUppfy ducts in uncondironed�must be insulated to R-11. [] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: [I Mornts,seams;and-cannecttonsmustbe securety1hstenedWttrwjplds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes:Duct tape is.not permitted. . Exaept/on-�bntlnuoust wef fe& cts operating at less than 2 in.w.g. (500 Pa). (j Ducts sfUrt4iSupported-every-fTfeeror_in-accordanceli�h the manufacturer's instructions. [] Cooling ducts with exterior insulation must be covered with a vapor retarder. [r.. Air frftars meceqtiired in the return air system. [j The HVAC system must provide a means for balancing air and water systems. Terrrperature Controls: { - space temperature set point of the largest zone. Electric Systems: [] Separate electric meters are required for each dwelling unit. Fireplaces: vditttghfft rM-n [r-combustible fireplace doors. [] Fireplaces must be provided with a source of combustion.air,as required by the Fireplace construction provisions of the SUIrnig CbrkFe ewrYbrkStaM ttWfteslderffatCoddbfmw York-St ft'Gr"q New York City Building Code,as applicable. Service Water Heating: {j ort tlet unless the water heater has an integral heat trap or is part of a circulating system. [] Insulate circulating hot water pipes to the levels in Table-1. CiFcul rt%Hot Water Systems: [] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: {�• All-heatedzwirnmiitg-pools-must-have-arrorttoff heater switc tardrequire-a cover un"over 20%of the heating energy is from non-depletable sources.Pool..pumps require a time clock. fteatlt g-and Cooling Piping Insulation: [} KVAC'.piping.: OS-°6-ce��••Gy°F:mustba insulated,to the levels in Table 2. 3 I e f. Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes. Mr,49ion Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runoutk Cirulating Mains and Runouts Temserature- Ute-t •• Upto.1.25" 1.5"to 20" Over 2" 170-100 0.5 1.0 1.5 2.0 140-16G 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum-lnsulatidn-thickness C Pipes.Hot.Water Pipes. Fluid Temp. Insulation Thickness in Inches bV Pipe Sizes. . Pipirta Sesterrr I ypes Ran P 2 Rtmguts 1"and Less 21 5"to 2 Heating Systems LoWRmssumaemperatura_. .. 201-250. . 1.0 1.5 „ 1.5 .:.-: .._ 20._, 1-mwTemperature. 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'Wder,-Reft..*,- 40-55-- 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 4- 04ND2014: S026E SCISSORS ' _ 2` 1 Job Relference Iona Univawal Forest Products Inc.,Hudson NY 12534.T Vis Schweitzer 5,290 s Dac 2 2003 MITek Induslrtes.Inc. Fit Apr 3015:48t(19 2004 Page 1 224 0 ( 23_8_0 I 1-8-b 11-0.0 11-0-0 1-6-0 Scale=1;41.1 4x5^ 1.5x4 I1 5 1.5x4 11 5.00 F12 1.5x4 II d 6 1,5x411 3 7 12 �1 2 14 1.513 II 5x5 15x4 II 10 oc 4X6 G 3X6 lti x4 11 x J �P 15x4 I l 4x6 11-0.0 22.0.0 11-D-0 11-0-0 Plate Offsets KY): f2:0.3-9,0-0.15),12�0-1-2,1-&13] [e 0 3 9 0-D-157 [8 0-1-21-9.131 LOADING(psf) SPACING Y-O-0 CSI DEFL in (too) I/defl Ud PLAIES GMP TOLL 65A Plates Increase US TO 0.64 Veri(LL) nta - nla 999 MIMI) 1971144 TOOL 10.0 Lumber Increase 1.15 6C 0.63 uert(71-) 0.22 9 >82 240 SCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code,IBC20DO/ANSI95 (Matrix) Weight 79lb LUMBER BRACING TOP CHORD 2 X 4 SYP DSS TOP CHORD Sheathed or-6-1 1-7 cc pudina. BOT CHORD 2 X 4 SPF Not BOT CHORD Rigid calling directly applied or"-0 cc bracing. OTHERS 2 X 4 SPF Stud WEDGE Left:2 X 4 SPF Stud,Might:2 X 4 SPF Stud REACTIONS (lb/size) 2=743/22-0-0,12=6D?J22-0-0,6=743/22.0-0,13=-247/22-0.0,14=1310/22.0.0,1le-247/22-0-0,10=1310/22.0-0 Max 1-1o22=50(losd case 7) Max UpliR2=25(lasd case 7).8=�1(load case 8),13=-281(load case 2).11=281(load case 3) Max Grsv2=1038(load case 2),12m6020oad case 1),8=1038(load case 3),13=31(load case 9).14=1798(loed case 2),1141 Coed case 9),10=1798(load case 3) FORCES (lb)-Maximum CompresslonlMmdmum Tension TOP CHORD 1-2=0/134.2-3=-302/302,3-4=299A2,4-5e-47/103,5.6r-47/103,6.7--289/69,7.8=-302/302,8-9=0/134 60T CHORD 214=-20149,13-14=23/37,12-13=-0/44,11-12--0/44,10.11=-23/38,6-10=-20/49 WEBS 5.12t=482/0,4-13=191152,3-14c-1507ff6,6.l l-191152.7-10=-1607176 rNtA.-d:ASCE 7_96 90m • =25fl:TCDL=6.0psf;BCD1.=8.0pof Category II;Exp B;enclosed;MWFRS interior zone;cantilever left and fight exposed;en verllcal left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL--1.33, 2) Truss deslgrled for wind loads in fhe plane of the,truss only. For studs exposed to wind(normal to the face),see MITek"Standard 31 TCt t:ASCE 7 98 Pg=85.0 psf Ground snew Category 8:Exp 8;Parilally Exp.;Ct=1.1 4)Unbalanced Mow loads eve been consldered for this design. 5)Thia buss has been designed for 2.00 times flat roof load of 65.5 psF on overhangs non-concurrent with other live loads. B)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrrent with any other Ilva loads per Table 1607.1 of IBC-00. 7)Gable requires continuous bottom chord hearing. 9)Gable studs spaced at 241-0 or. .r Provide mechanical connection(by others)of cuss to bearing plate capable of u6ih standing 25 lb uplift at joint 2,41 lb uplift at joint 8, 281 lb uplift at Joint 13 and 281 lb uplift at joint 11. 10)Beveled plate or shim required to provide full bearing surface with.truss chord at Jolnt(s)12.13,14.11.10. AAD CASES) Standard 04HO2014 S02 . SCISSORS 7 1. _. Job Reference icouaniil) Urdversal Porest Products Inc.,Hudson NY 12534,TraViis Schweitzer 6200s'. ec 2 2003 MH'ek Industfcas,Inc. Fd Apr 3016.46:03.Z004 Page 1 -1-6}--1) -- 4.3.0 7-7-8 11.0.0 14-4-8_ _.L. 174-0 i 222-0-0 23-6-0_, 1_" 4-3-0 3-4-8 3-4-8 3-4-8 34-8 4.3.0 1.&0 Scale=1,41.1 5xS II 5 5.00 12 3x5 0 US 4 6 24= 2x5 3 7 , 11 2 802= 9 1 10 9 3xB 1` 3X 2r 3x4` 3x8 5x12 r 2.50 12 � 5_1 1_4 N 11-0 0 16-0 12 22-0-0 , 5-11 a 5-0-12 5-0.12 1-4 Plate Offsets :0-2-15 Edge,�[2:0-1 2,1 9-13]�[8:0-2-15,Edge 8;0-1 21 9-13 11:0 6 0 03 9 LOADING(Pao SPACING 2.0.0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TOLL 65A Plates lrtcmasa 1.15 TC 0.98. VeR(LL) -0.57 11 >457 360 161I120 127/144 TCDL 10.0 Lumber Increase 1.16 Be 0.75 Vert(TL) -0.73 11 >352 240 , BCLL 0.0 Rep Stmse Iner YES WB 0.71 Norz(TL). 0A7 8. NO n/a BCDL '10,0 Code.IBC20001ANSI95 (Simplified) Wind(LL) 0,14 . 11 >999 240 Welght 80 lb LUMOER BRACING TOP CHORD 2 X 4 SPF 2100E 1.8E TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF 21OF 1.8E SOT CHORD Rigid ceiling directly applied or 10-"oe bracing. WEBS 2 X 4 SPF Stud 'Except' 5-11 2 X 4 SPF No.2 WEDGE Left:2 X d SPF Stud,Right:2 X 4 S PF Stud i REA0nONS (Iblaize) 2--2102M-5,8,8m210210-" Max Horz2=-50(load case 8) Max Upl=;t 1660oad case 7).8=-1660oad case 8) Max Gmv2-2391(food case 2),8e2391(load case 3) FORCES (lb)-Maximum Compresslon(Maxlmum Tension TOP CHORD 1-2=0/74,2-3=-6727/423,3aG5945ld05,"=-dd431250," -de431256,6,7=59451357,7-8=.&727/378,8-9®0174 BOT CHORD 2-12=395/6236,11-12;'-277►5294,10-11=t 2071529a,8-1 0--3 0216 23 6 WEBS 5-11=-176/2908,3-12m-770/122,4-12®•S1R36;d-11ffi-1653/126,6-11m-16531130,6-10=-831736,T-10Q-770/122 1 W d: 7 h =25ft;TCDL=6.Dpsf;BCDL=6.OpsF Category It;Exp B;enclosed;MWFRS interior zone;cantilever left ex os d: Ai it and right exposed,porch t4 and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. r =05.0 sf ground snow);Category(I;Exp 9;Partially Exp.;C1e1,1 3 ribalanced snow loads have been considered forthls design. 4)This truss has been designed for 2.00 times flat roof load of 65.5 psi on overhangs nonconeurrenlwith other live loads. 5)This truss has been designed for a 10.0 psf boftom chord Ilve load nonconcurrent with any other live loads per Table 1607.1 of fee-00. 6)Beating at joints)2,8 considers parallel to grain value using ANSI/TPI 1-1993 angle to grain formula, Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 166 lb uplift at joint 2 and 166 lb uplift at joint a. LOAD CASE(S) Standard