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2011-226 el" TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110226 Date Issued: Tuesday, December 18, 2012 This is to certify that work requested to be done as shown by Permit Number P20110226 has been completed. Location: 191 SUNNYSIDE EAST Tax Map Number: 523400-279-019-0001-027-000-0000 Owner: CHRISTOPHER& LOUANNE STEVENS Applicant: CHRISTOPHER&LOUANNE STEVENS This structure may be 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 d P tY P other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110226 Date Issued: Tuesday, December 18, 2012 This is to certify that work requested to be done as shown by Permit Number P20110226 has been completed. Location: 191 SUNNYSIDE EAST Tax Map Number: 523400-279-019-000-1-0277000-0000 Owner: CHRISTOPHER & LOUANNE STEVENS Applicant: CHRISTOPHER&LOUANNE STEVENS This structure may be occupied as a: Residential Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property r: owner of the responsibility for compliance with Site Plan,Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. BUILDING PERMIT TOWN OF QUEENSBURY No. � WARREN COUNTY, NEW YORK PERMISSION is hereby granted to ED OWNER of property located at ftst s 1i 'i'de Street,Road or Ave. in the Town of Queensbury,To Construct or place a Septic r ' i at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is 2. CONTRACTOR or BUILDERS Name Foitlim Excavating 3. CONTRACTOR or BUILDER'S Address P 1 4. ARCHITECT'S Name ' �a 5. ARCHITECTS Address 9R 6. TYPE of Construction—(Please indicate by X) ( )Wood Frame ( )Masonry ( )Steel ( ) 7. PLANS and Specifications Zlc Alteration to I eUd u 1.600 Gal Septic. Tank, With 20 ' of Me field A?-n,, or Plot elan eff c bons wd application 8. Proposed Use $ PERMIT FEE PAID—THIS PERMIT EXPIRES 19 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensbury this 27t ,- Day..:of u1Y' 19 91 SIGNED BY — - for the Town of Queensbury Building and Zoning Inspector TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110226 Application Number: A20110226 Tax Map No: 523400-279-019-0001-027-000-0000 Permission is hereby granted to: CHRISTOPHER&LOUANNE STEVENS For property located at: 191 SUNNYSIDE EAST 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. T_we of Construction Value Owner Address: CHRISTOPHER&LOUANNE STEV Residential Addition $19,500.00 191 SUNNYSIDE EAST Total Value $19,500.00 QUEENSBURY,NY 12804-0000 Contractor or Builders Name/Address Electrical Inspection Agency Plans&Specifications 2011-226 RENEWED 480 sq ft addition&96 sq ft alteration $115.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,June 09,2013 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of ueen ury; rur y 09,2011 SIGNED BY for the Town of Queensbury. Na Director of Building&Code Enforcement of USE ONLY TAX MAP NO! 15 C� IE Q / PERMIT NO. , FEES: PERMIT ,5 RECREATION ' ENGINEERING (If applicable -- - ............................. --TOVCM QF-QDgNSgURY.__ .' PRINCIPAL STRUCTU : BUILDING& CODES APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER:. �� Scuff OWNER: ADDRESS: ADDRESS: PHONE NOS._ S /,gs- _ � _ T'F 2 PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: PHONE: LOCATION OF PROPERTY: liNo S�J ,nef �/�� I[7fCny HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? !$j YES ❑ NO IF S0, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY PROJECTO YOUR zo O o ❑ F 07 U) w o W ou- -j 0 _ _ LL U Z ¢ Q c- d Nd ~OF, OI- xUJ F- IL C- 2 �tf SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: FUEL TYPE: Q B 3-LGL 11-05 ARE THERE STRUCTURES'NOT SHOWN ON PLOT PLAN? �dJ9 j ARE=THERE-EASEMENTS_ON PROPERTY? aAS-7;� I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a.true and complete statement/description of the work proposed, that all work will be performed in accordance with the.NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities. prior to issuance of a'certificate of occupancy. I have read and agree to the above. d. Signed Director of Building & Codes.• 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building0o 0 o herein is found,to be in accordance with the described herein in accordance with said ; ; zoning Laws of the Town of Queensbury. Application: , 1 ' , 1 , , 1 , , B & CODES PPROVAL ZONING APPROVAL , 1 1 1 -DATE DATE ' 1 1 . 1 (--QUESTIONS? CALL 761-8256 OR EMAIL Office Use Only codes ZDgueensbury net _ VISIT OUR WEBSITE FOR MORE INFORMATION Q�T )f ommunity Development Office Queensbr.,ri 1 • 742. Bay Road - Queousburi/, Nev) York -12<404 , BUILDING PERMIT CALCULATION SHEET: """"`" " NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS HABITABLE ROOM AREA OF ROOM IN LIGHT ACTUAL LIGHT REQUIRED SQUARE FOOT SQUARE FEET 8%OF ROOM SQUARE VENTILATION-4% VENTILATION AREA FOOTAGE OF ROOM AREA SQUARE OPENING FOR REMARKS A5 few FOOTAGE EGRESS i L � . i QUESTIONS? CALL 761-8256 OR EMAIL codes&gueensbury net VISIT OUR WEBSITE FOR MORE INFORMATION vrww.g eensbury net B 10-LTR 11-20 Concntuniti/Development Office ------------------------ of Queenskiry • 742 Bail Road • Queensburt/. New York •12804 / WINDOW SCHEDULE ' JOB SIT RESS: E/ADD �� / -�S7L DATE: OWNER: APPLICATION NO.: WINDOW UNIT OR NO.OR WINDOW STOCK ROUGH CLEAR MANUFACTURERFMODEL/rrYPE OW ROUGH SQ.FT. CLEAR LETTER NUMBER OPENING OPENING SQ.FT. OPENING OPENING NAME EGRESS/CLEAR SPECIAL HARDWARE OR ON-PLAN CALL WIDTH HEIGHT VENT OPENING WIDTH IN HEIGHT INSTRUCTIONS SIZE INCHES INCHES pe 1 B 26-LTR 11-05 - 2 _Z6 TOWN OF QUEENS Y APPLICATION FOR SEPTIC DISPOSA P Permi t- #q Fee Paid Date: � `�� L Reviewed By LOCATION 0 PROPERTY FOR INSTALLATION: Owner's Name: Owner's Mailing Address: Installer's Name: +,40 Phone #: 5 )F 6;?3 'n DV Number of bedrooms (if residential ): Total daily flow (residential-compute @ 150 gal . per bedroom): �(`a Topography-Circle One: Fla ` Rolling Steep Slope' % of Slope Soil Nature-Circle One: Sand Loam Clay Other Ground Water-At What Depth? Feet ! r Bedrock or Impervious Material-At What Depth? Feet JUL .Percolation Test-Circle One: Not Reoui red Required/Rate Mi§9ffr1NFnch"'!� Domestic Water Supply-Circle One: Municipal Well Other If domestic water supply is a well - Separation: Water supply from any septic absorption / O 0 feet PROPOSED SYSTEM: Septic Tank ), 1�Q gal . (Minimum size: 1,000 gal . ) Tile Field: Each Trench ��_V feet//Total System Length feet Seepage Pit(s): Number of / Size each: ft. x ft. Size of Stone to be used: . # / Depth or Thickness feet HOLDING TANK SYSTEM IF REQUIRED No. of Tanks Size of Each Gal . Alarm system and associated electrical work to be inspected by. a certified agency. 'I have read the regulation on the reverse side of this sheet and agree to abide by these and all requirements of.the Town of Queensbury. Sanitary Sewage Disposal Ordinance. DATE: SIGNATURE OF RESPONSIBLE PERSON: L, 71�t `r Queensbury Building & Code Enforcement - Residential Final inspection r1 Office No. (518)761-8256 Arrive: am/p Dpnnl 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 1 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/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 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 I n Interior Smoke Detectors/Carbon Monoxid etectors Every level: Emory Bedroom: Outside every bedroo area: Inter Connected: Battery backu : 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 to floor/Sticker on Panel Duct work sealed properly/Blower Door Test 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 Furnace/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 Gara a Floor Pitched r Garage fireproofing /3/hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;EneMy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof.Receptacles 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 LABuilding&Codes Forms\Building&Codes\Inspection FormskResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Rough Plumbing f Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart-.A, m/pm 742 Bay Road, Queensbury, NY 128.04 Inspector's Initials:/ NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Z I Y N N/A Rou h ftmbing/Nail Plates '*- ing Vent/Vents in Place 1 %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 Pre ure Water Supply Nping 50 P.S.1 for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If reguired unheated spaces Combustion Air Supply for Furnace Ductwork sealed properly/No duct tape COMMENTS: J ' Rough Plumbing Insulation ReporLrevised Nov 17 2003,revised February 15,2005, revised January 7,2008 Rough Plumbing I Insu ion Inspection Report lat Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: �am/pm Depa am pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: -1 ,LXj .y NAME: 5 k/V PERMIT LOCATION: Te rr-5 INSPECT ON: / 5' TYPE OF STRUCTURE: �'� Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %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 101t. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If Leguired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly1 No duct tape COMMENTS: l �� — y Rough Plumbing Insulation Report revised Nov 17 2003, revised February 15,2006, revised January 7,2008 /,lollFraming / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: 4i/ QueensWry Building&Code Enforcement Arrive: aml part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �$ /� /° `� PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: �1. Y WA COMMENTS: Framing - Attic Access 22" x 3W minimum Jack Studs/Headers AV Bracing/Bridging Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more ti Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls - Metal Strapping for Notches Top Plate 1 Yaw 16 gauge 8 16D naus each side Draft stopping 1,000 sq. ft floor trusses Anchor Boats 6 ft. or less on center Ice and water 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 Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABullding&Codes Fomts-QLOSuilding&CodesllnspecUon Forth 7nuning Firerbpping Inspection Re portdoc Revised January 7,2= Foundation Inspection Report Office No.(518)761-8256 Date on r v / Queen My Building&Code Enforcement Arrive: Z� P Part: Zf pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: W P 4: . LOCATION: _ t_I ifz C�►4-�r SPELT ON: TYPE OF STRUCTURE: Y jootings= .. �--Monolitliic_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 Re' orcement in Place ' g Dowels or Keyway in place undafion Dampproofing oiiudation-WQterproofing _Footing Drain.-Daylight- Sump Footing Drain Stone: 12 inch width 6 inches above footing iAeok-for wet areas under slab ' = Bacicfillr pproval bag - -Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior .R- Rough Girade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\8uiiding&Codes\InspetUon Fonns\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM t Foundation Inspection Report Office No.(518)761-8256 Date Inspection i Queensbury Building 8t Code Enforcement Arrive: Depart: 1ID 742 Bay Rd.,Queensbury,NY 12804 Inspector's ' s NAME: PE #: . LOCATION: /5/ tjj T ON: TYPE OF STRUC : con}mom 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 concret& s or se on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing ' '�� Foundation Waterproofing Footing Drain Daylight.or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil p 1 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:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 9 F I BUILDING SYSTEM INC. —A wade above. 2.7 Reinforcement The concrete that makes up the framework of a Blue MaxxTm as strength.in compression,however, plain concrete is relatively weak in tension.Ste=j s structure h other hand, has immense strength characteristics in tension_ So; the introductio reinforcing bars into a concrete.wall was a perfect marnce'of both compressive any n of { strength members: _ V Therefore, the single most impot;f r,L pL L f C Provide tensile strength to the co��c�e i,��' �o'r ment in concrete is to different'functions . oken_down into two simidarb_,� Control of 4hin' i bay;=:;cs Review the building drawings or ench-lam; required in the wail. o to `==a= . _ L Wfh_:_ U vzr;g st I mayEa l - _ _ �- =send carirz L.. ZjE - _ s - ion of Ik�,: 2.7:1 . _Splices iri c="is YPic21ly supplied in 20'(6 1m) lengths.which require joints�o .tee I�o rC t rm given to.these joints is the'Lap Splice'_ It will be necessa ;<o :opriate length to satisfy reinforcement regulations. ±-n be accommodated by: Contact Lap Splices -spliced bars MUST be secured together l� `.I ttort-Contact Lap Splice-spliced bars are permitted to be separated by up to 1/5of vie bar lap length to a maximum of 6"or 150 mm. +` rd!ess"of the method chosen to create the lap splice, there is a minimum length of — iai that must be lapped which is determined using the formula: Len th 9 �=40 times the bar diameter, or: Len th j�9 t�=-40d (where d is the diameter of the bar being spliced) For example; a 10M (#4) bar requires: 40 x 10 400 mm overlap(40 x 0.5 20") - Re P IaceS: N Approved: �f 2-18 :� 01999 AA8 Building System Inc.. BUILDING SYSTEM INC. �; he sm�ffYy_ A grade above. Care should be taken when making splices that the=flow of concrete will not be compromised: The installer should ensure.that the placement of`the'laPsplice_will not allow the concrete to get'hung-up'.and create a Void beneath the splice:'Experience in the field has shown that contact lap splices are'.preferred in-the 4"form system because of the reduced form width. . E , Horizontal Reinforcing The horizontal reinforcing is.placed.into the notches of the;web.inside the form. For the first course;for example,-place the rebar.in the notch closest o the EPS panel. On the next course,.stagger-the rebal's position so that it is of m the_next notch toward the center of the wall. The horizontal reinforcing in..the third'course wili`be placed in the notch closest to the EPS panel to become an exact duplicate of thafirst, and-the.horizontal reinforcing in the ;fourth course will be a copy of.the second-. By staggering the reinforcing in this,manger,you can easily slide the vertical reinforcing down from the top o that it weaves':itself through the horizontal-steel;thus assuring its position relative to the surface.of the.waIf. In this way the rebar can be.placed at the center of the wall, or either side of the wall to maximize the strength benefits of reinforced concrete: ure#2—14 tr FORMwInTH s FoialwloTH 4'CONC.CORE I 4'CONC.CORE Reinforcing 1'c1L VERTICAL 8AR - Y CILVERTICAL BAR 4'HI-PRO ALT.COURSES m ¢ Q m I' Q: A - i_' UERTICALBAR cc O I-Ei LBAR•, U O = U ' -� 1=9116'GL HORIZONTAL BAR O S.a CIL HORIZONTAL BAR HORIZONTAL BAR +T-1E 143/16'MIN.EPS N.EPS VERTICAL BARS VERTICAL E.-R S OFF CENTRE AT CENTRE . 249I Retlaces: 02I08198 _- .—arc S:step.;Inc_1999 Approved• :IZf i Y BUILDING SYSTEM INC. A grade above Shaggy S�,'ac�� - Figure 245 _ 6'/s".Reinforcing I 1-13116•CIL VERTICAL BAR 3-1/8•CILVMTICALE.= V71 - 2-318'C1L HORIZONTAL BAR — j 2-318'CIL HORIZC::��_r HORIZONTAL BAR Q HORIZONTPL 6-. , VERTICAL BAR � co ` VERTICAL&° _ 2 518'%THK EPS tr I 2 5/8'THK EPS V 1-3/16'GL HORIZON AL BAR7/8"CIL RIZO-NIAL 1110 FORL1 WDTH'.. . r" VERTICAL BARS OFF`CENTRI= Figure 2-16 8" Reinforcing EA ° 1210 FORM MOTH T 77/8'CONCRETE GORE 7.e_.a_.. . -"7- CAL BARS VERTICAL BARS Cc-CENTRE AT CENTRE. . 2.7.3 ,. Vertical Reinforcing %eracal reinforcing is most easily placed after the wall is erected- Prior to placing concie__. C- 1j vertical reinforcing to length and place into the.form cavity in a manner so that it,, thrcugh the horizontal rebar courses which should have been staggered between tv o g,00.es in the webs. In this manner,the vertical reinforcing is held away from the c; the form,and guarantees that the requi. concrete cover will be maintained- If the BLUE MAxxTm WALLSYS;E'r,�z Il continue for.another stage of construction-s�iz 7- pieces of rebar should be prepa4-a::_ _'iced in the fresh concrete so that one e-_v. protrude into the next stages: providing sh ar rer� n z between cc!` (Similar to dowels protruding �c =— SOG:}.Lc ._w= _mod, s may reeuire--_ the exposed ends of vertical re __ = 10 Date• 1224199. Re aces• 2/08/98 Approved: OD eta Foundation Inspection Report Office No.(518)761-8256 Date7ionon st r iv Queensbury Building 8t Code Enforcement Arrivam/ Depart: 742 Bay Rd.,Queensbury,NY 12804 InspeNAME: 1 E #: . —ZZICLOCATION: t PELT ON: TYPE OF STRUCTURE: .I-6 a DID o� Y NIA 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 Footing Dowels or Keyway in place Foundation Dampproof ng Foundation Waterproofing Footing Drain Daylight.or Sump Footing Drain Stone: 12 inch width '6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior .R- Rough(trade 6 inch drop within 10 ft. L:\BuIlding&Codes Forms\Building&CodeQnspeWon fanns\Foundatlon InspecWn Report.doc Last printed 12/20/2005 9:24:00 AM C _ � v r ,l�L 15 i9�1 BUILDING & CODE DEP Marty DeVit's O t / = Heating and Cooling BPj m� 21 Thomson Ave. Glens Falls, NY 12801 0 b`ka .A7tN�/J (518)798-5500 Fax 798-5620 e 2"&# "d ACCREDITED CONTRACTOR Chris Stevens. 191 Sunnyside East Queensbury, NY 12804 518-761-9995 We, Thermal Associates, will be performing a blower door test on the Valente Homes Inc. project at 191 Sunnyside East, Queensbury, NY12804, to determine the air changes per hour, for Chris Stevens. Adam.DeVit BPI Certified Professional FILE COPY. Bower Door Test $ 350.00 i REScheck Software Version 4.3.1 Compliance Certificate Project Title: STEVENS RESIDENTIAL ADDITION FILE COPY Energy Code: 2009 IECC Location: Warren County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 8499 Climate Zone: 6 Construction Site: Owner/Agent: Designer/Contractor: 191 SUNNYSIDE ROAD CHRIS STEVENS ERIC BURDETT QUEENSBURY,NY 12804 191 SUNNYSIDE ROAD ERIC BURDETT DRAFTING Permit#2011-226 QUEENSBURY,NY 12804 SERVICES Permit Date:05/27/11 518-761-9995 9 RIDGE AVENUE WARRENSBURG,NY 12885 518-623-3099 • . Compliance:0.9%Better Than Code Maximum UA:108 Your UA:107 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Assemblyor or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 576 38.0 0.0 17 Ceiling 2:Flat Ceiling or Scissor Truss 96 38.0 0.0 3 Wall 1:Wood Frame,16"o.c. 512 21.0 0.0 27 Window 1:Vinyl Frame:Double Pane with Low-E 32 0.330 11 Wall 2:Wood Frame,16"o.c. 96 •21.0 0.0 3 Window 2:Vinyl Frame:Double Pane with Low-E 22 0.330 7 Door 1:Solid 20 0.240 5 Wall 3:Wood Frame,16"o.c. 64 24.5 0.0 3 Wall 4:Wood Frame,16"D.C. 43 21.0 0.0 2 Basement Wall 1:Solid Concrete or Masonry 512 0.0 13.0 25 Wall height:7.8' Depth below grade:7.3' Insulation depth:7.8' Floor 1:All-Wood JOiSt/Truss:Over Outside Air 96 21.0 0.0 4 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 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:STEVENS RESIDENTIAL ADDITION Report date:06/02111 Data filename:\\192.168.1.11\Users\johno\My Documents\REScheck\STEVENS RESIDENTIAL ADDITION.rck Page 1.of 4 i REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-24.5 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.8'ht/7.3'bg/7.8'insul,R-13.0 continuous insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor.0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.240 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Outside Air,R-21.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Alr Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between' window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the,interior wall or ceiling covering. Project Title:,STEVENS RESIDENTIAL ADDITION Report date:06/02/11 Data filename:V192.168.1.11\Users\johno\My Documents\REScheck\STEVENS RESIDENTIAL ADDITION.rck Page 2 of 4 1 O Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayediblown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. (g)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. o Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Li All ducts and air handlers are located within conditioned space. - — - Temperature Controls: At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Lj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Project Title:STEVENS RESIDENTIAL ADDITION Report date:.06/02/11 Data filename:\\192.168.1.11Wsers\johno\My Documents\REScheck\STEVENS RESIDENTIAL ADDITION.rck Page 3 of 4 Circulating Service Hot Water Systems:. 0 Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Cj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed'lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-B or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15.and<=40 . (e)60 lumens per watt for lamp wattage>40 Other Requirements: Lj Snow-and ice-melting systems with energy supplied from the service.to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical disfribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) .Project Title:STEVENS RESIDENTIAL ADDITION . Report date 06/0?111 Data filename:\\192.168.1.11\Users\johno\My.Documents\REScheck\STEVENS RESIDENTIAL ADDITION.rck Page 4 of 4 • t 2009 IECC Energy Efficiency Certificate Ceiling/Roof 38.00' Wall 21.00 Floor/Foundation 13.00 Ductwork(unconditioned spaces): .. Window 0.33 Door 0.24_ NA Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: 411, pcaf' I.J . ax�c_ .... . _ MAY 2 WN - ,BUILDING EENSB(1RY ODES 7A�. . , I 9,-ua.we e--=7 i 1121 Iv • : : I 1