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2002-960 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20020960 Application Number: A20020960 Tax Map No: 523400-308-012-0002-005-001-0000 Permission is hereby granted to: DAVID LEARY For property located at: 44 MINNESOTA- 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. Tie of Construction Value Owner Address: COUNTY OF WARREN Residential Addition 2,500.00 1340 STATE ROUTE 9 Total Value 2,500.00 LAKE GEORGE,NY 12845-0000 Contractor or Builder's Name J Address Electrical Inspection Agency r_5. DAVID LFARY 35 SAGAMORE St CITYNS FALLS-NY 1280.1-0000 6 Plans&Specifications 2002-960 288 sq ft residential addition per plot plan and specifications. $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 21,2003 (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 4 n of S *q—,N0' vember 21,2002 � en 14 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. �o 0-�?!� No inspection will be made until applicant has received a Fee Paid $-" ..0—L) (,6/ s �1 valid building permit. All applicants' spaces on this Rec.Fee Paid $ I } application must be completed and must appear on the Reviewed By application form. Applicant: /)gvi'd Owner: /l, Address: c_ (c f t� r rl�i ktti 5 fc�/�tz- Address: t-(c{ �u 6A ,��cis � _ � ��yc RECEIVED Phone#Q+ L} - 32 LI.51 ��( Phone Email Address: Email Address: NOV 0 6 2002 Property Location: Lot Number: 1 House Number -7 -r- 'mod?'�;` TOWN OF QUEENSBURY Subdivision Name: /t/ Tax Map Number; BUILDING AND CODE ❑ New Building: residence /commercial Estimated Market Value of Construction: $ zps b Addition: < residenc� commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence/com'1 ❑ Other work{describe ) Check OccupancyInformation I"Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single family dwelling ❑ Two family dwelling ❑ Townhouse y,4 ❑ Multifamily dwelling < #of units ' ❑ Office ❑ Mercantile / ❑ Manufacturing ' pviK--1 car detached garage ❑ 2 car detachWgarage ❑ 3 car detached garage o 1 car•aftached garage ❑ 2 car attached garage ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residenti cN Other What is the proposed height of the structure_� feet C inches Will any second-hand or ungraded lumber be used? If so, for what? Type of Beating System: electric oil . gas/wood /forced hot air/ baseboard/othet: Cat Number of Fireplaces to be installed tL6S' Number of Waodstoves to be installed List below the person(g)responsible for supervision of work as regards to building codes: - Name Address Phone Number Builder 4�-,c.ti Plumber , Mason , er cA' c,-- T. 67 '— Electrician 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 Uwe shall submit,prior to a Certificate of Occupancy or Certificate of CompliancQ being issued,as requested 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:66Grl� "/✓ — owner,owner's agent,architect,contractor Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: ................................................................................................................................ e Use Location of installation: Nt 6-0 o. Tax Map No. I / 2Q02 Fe d 3 Owner's Nam ............................... ........... s:Addres `Q� 2. INSTALLER'S NAME PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#o bedrooms with applicable gallons per bedroom to equal total daily flow Year of House: No, of Bedrooms x Computation = Total Daily glow 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm, = 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 or Impervious Material Domestic Water Supply Flat sand at what depth at what depth municipal Rolling loam feet feet well Steep slope clay if well; water supply _%slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: gallon (min. size 1,000 gal.) Tile Field: each trench ft. Total System Length: ft. 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: / Size of each:_ gallons I 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 j 36-29 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 o Queensbury Sanitary Sewage Disposal Ordinance. ignature of responsible person Date • _ � '1'ntiv'a af txta;cAtt;ai,tti-y ' tittil Sewlige. Disjms.tl t:listpUer.. ,A,ppittitli x A'IWORI''VI(I1.`J. I;'I SI'PA ILl1.'I'IL}N ILI.t2[.7i ILI�III i;;ty'I';; BOND vJ�tt.. w t�htt:•tt- -. � is tc•�e•, . •ttit+tur G�$i�i c-; �^—^ �..... •t � � � r".• Si;t•cic- 11�1 '(4Tf��►� t�fiY�r�Ri*t�t t _ A 7. SIGNATURE &.INFORMATION FOR�=�Yv1��u�i•����•,j��••p" "••••.., Project Name: 1 2—X 2-q BP# _ Address: Q,- RECEIVED Building Permit Submission Sk&fandy du&?g NOV 0 8 20OZ Tvafam7y duelling. Checklist TOWN OF 01-JEENSBURY BUILDING AND CODE All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete f0'r submission. 1. Building Permit Application Completed ... ... ... ...... ... ... ... ... ......... . &yes ❑no ❑n/a 2. Energy Form or CheckMate Energy Code Compliance Forms Complete.. Oyes ❑no ❑n/a 3. Energy Code Inspector's Report from CheckMate Program... ... ...... ..... Ayes ❑no EJ n/a 4. Septic application completely filled out(if applicable)...... ... ... ... ... ... ... n yes no Knla 5. Solid Fuel Burning or Gas Appliance Form... ... ... ......... ... ... ...... ... ... .[:]yes [:]no Kn/a 6. Electrical Inspection Form,... ... ............ ... ... ... ......... ... ... ......... ... .�kyes Flno nn/a 7. Two (2)complete sets of structural drawings... .. ... ......... ... ... ...... ... ...Ayes Elno 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 bat, ..... ... Ws Fluo nn/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure... ... ......... ... ... ... ... ... .. Cyes Elno Fln/a 10. Setbacks to neighboring wells and septic systems,including onsite well... . nyes nno Fln/a and septic systems (if applicable) 11. DrivewayPerntit... ... ......... ... ... ... ......... ... ... ......... ... ... ... ... ... ... E]yes Elno I Zn/a V—) 0 Date: Staff Initial: L:\Suel-lemingway\Bading.Perniit.FORIZ\Geii'etic Checklist.doc 2/cro Envelope Compliance Report Proposed New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.3 Release I Data filename:Untitled Section 1: Project Information RECEIVED Project Name: add an addition to existing home Designer/Contractor: a-z construction NOV 0 6 200Z Document Author: david leary Notes: 12 x 24 addition TOVVN OF OUEENSBURY BUILDING AND UCUODUE Section 2: General Information Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Activity Type Method Activity Twe(s) Floor Area Other 288 Project Description(check one): —New Construction —Addition —Alteration Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Air Leakage,Component Certification,and Vapor Retarder Requirements Inspection Approved Initial Date (Y/N) All joints and penetrations are caulked,gasketed, weather-stripped,or otherwise sealed Fireplaces installed with tight fitting non-combustible fireplace doors Dampers integral to the building envelope are equipped with motorized dampers Cargo doors and loading dock doors are weather sealed Recessed lighting fixtures are sealed or gasketed Windows,doors,and skylights certified as meeting leakage requirements Component R-values&U-factors labeled as certified Vapor retarder installed Climate-Specific Requirements Gross Cavity.. Cont. Proposed Budget Component Name/Description Area R Value R Value U-Factor U Factor Roof 1:All-Wood Joist/Rafter/Truss 0 0.0 0.0 0.690 0.051 Exterior Wall l:Solid Concrete or Masonry<=8" Furring:None 0 --- 0.0 0.505 0.074 Window 1:Wood Frame,Single Pane,Clear,shgc 0.00 0 --- --- 0.000 0.520 Door 1:Solid 0 =-- --- 0.000 0.120 Interior Wall 4:Other,HC 1.0 0 --- --- 0.000 0.120 Floor 1:All-Wood Joist/Truss 0 0.0 0.0 0.282 0.042 (a)Budget U-factors are used for software baseline calculations ONLY,and are not cede requirements. Envelope Compliance: UNKNOWN (Insufficient Data) Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Proposed New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.3 Release 1. Principal Envelope Designer-Natne Signature Date Mechanical Compliance.Report Proposed New,York State Energy Conservation Construction Code CONfcheck-&Software Version 2.3 Release 1 Data filename:Untitled Section 1: Project Information Project Name: add an addition to existing home Designer/Contractor: a-z.construction Document Author: david leary Notes: 12 x 24 addition Section 2: General Information Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 , Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Activity Type Method Project Description(check one): New Construction —Addition - Alteration —Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List Quantity System IvDe&Description HVAC System 1: 'Heating:Duct Furnace,Oil/Single Zone Section 4: Requirements Checklist Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Load calculations per 1997 ASHRAE Fundamentals 2. Plant equipment and system capacity no,greater than needed to meet loads Exception:Standby equipment automatically off when primary system is operating Exception:Multiple units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system 4. Minimum one humidity control device per installed humidification/dehumidification system 5. Automatic Controls:Setback to 55 deg.F(heat)and 85 deg.F(cool);7-day clock,2-hour occupant override, 10- hour backup -Exception:Continuously operating zones -Exception:2 kW demand or less,submit calculations 6. Outside-air source for ventilation;system capable ofreducing OSA to required minimum 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly -Exception:Ducts located within equipment -Exception:Ducts with interior and exterior temperature difference not exceeding 15 deg.F. 8. Ducts sealed-.longitudinal seams on rigid ducts;transverse seams on all ducts;UL I SIA or 181B tapes and mastics 9. Mechanical fasteners and sealants used to connect ducts and air distribution equipment 10. Operation.and maintenance manual provided to building owner II. Balancing devices provided in accordance with 603.15 of Mechanical Code for Now York State Y Requirements Specific To:HVAC System 1 Section 5: Requirements Description The following section provides a more detailed explanation of the requirements listed in Section 4. Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated-loads. A single piece of equipment providing both heating and cooling-must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or.system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided).have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception: A setback or shutoff control is not required on systems with total energy demand of2 kW(6,826 Btu/h) or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 7. Air ducts must be insulated to'the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R 5.Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum ofR 8 when located outside the building.c) When ducts are located within exterior components(e.g.,floors or roofs),minimum R 8 insulation is required only between the duct and the building exterior. -Exception: Duct insulation is not required on ducts located within equipment. =Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 8. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals,gaskets,or mastics;mesh.and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 1818. 9. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment,including multiple-zone terminal units. 10. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information,including wiring diagrams, schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd) complete narrative of how each system is intended to operate. 11,. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device.Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. Requirements Specific To:HVAC System 1 Section 6: CompHance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this,permit application., The proposed mechanical systems have been designed to meet the Proposed New York State Energy Conservation Construction Code requirementsin COMcheck-EZ Version 2.3 Release 1. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests, system balancing,etc.,have been performed and the system is operating as designed. The design professional shall retain copies of the test reports to be provided to the code enforcement official,if requested. Principal Mechanical Designer-Name Signature Date Lighting Application Worksheet Proposed New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.3 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor -Allowed Allowed Area Watts Watts Area Categn (ft2) (watts/ft2) (B x C) Other 288 1 288 Total Allowed Watts= 288 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture-Description/ Lamps/ #of Fixture ID Lamb Description/Wattage Per Lamp 1 Ballast Fixture . Fixtures Watt. Dix E) 1 Incandescent SOW 1 3 75 225 Total Actual Watts= 225 Section 3: Compliance,Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 288 Total Actual Watts= 225 Project Compliance= 63 Lighting PASSES: Design 22%better than code Lighting and Power Systems Compliance Certificate Proposed New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.3 Release 1 Data filename:Untitled Section 1: Project Information Project Name: add an addition to existing home Designer/Contractor: a-z construction Document Author: david leary Notes: 12 x 24 addition Section 2: General Information Building Location: Warren, New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Activity Type Method AqMV_Tne(s) Floor Area Other 288 Project Description(check one): New Construction —Addition —Alteration Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Inspection Approved Initial Date (Y/N) Controls,Switching,and Wiring Independent controls for each space(switch/occupancy sensor) Exceptions. Security lighting,building lobby/retail store/mall Master switch at entry to hotel/motel guest room Individual dwelling units separately metered Two switches,dimmer,or occupancy sensor in each space providing a uniform illumination pattern Exceptions-- Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storage,restroom,or lobby Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft Photocell/astronomical time switch on exterior lights Exceptions: Large covered areas requiring lighting during daylight hours Tandem wired one-lamp and three-lamp ballasted luminaires Exceptions: Electronic high-frequency ballasted luminaires not on same switch Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2 Interior Lighting Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y1N) 288 225 YES Exterior Lighting Type(s)of exterior lighting sources: _Fluorescent Metal Halide High-Pr. Sodium Exceptions: Specialized signal,directional,and marker lighting;lighting highlighting exterior features of historic buildings; advertising signage;safety or security lighting;low-voltage landscape lighting. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent wi&the building plans,specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Proposed New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.3 Release 1. Principal Lighting Designer-Name Signature Date Queensbury Building & Code Enforcement - Residential Final Inspection Pffice No.(518)761-8256 f Arrive: am/pm Depart: 161,�am/pm Date Inspection request received: Inspector's Initials: NAME: ' PERMIT#: � — LOCATION: Va DATE: TYPE OF STRUCTURE: Comments •Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %Z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area. Inter Connected: / Battery backu : Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/a hour Fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s .ft.-150 s . ft.vents Building No./Address visible from road = n Final Electrical �rJ�5V`�� Jr"�'1� Site'Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C 10 Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Foundation Inspection Report Office No. (518)761-8256 Date Inspection rl Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initir NAME: , --A S `{ten, LOCATION: -e-i INSPECT ON: S' 6 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 Foundation Dampproofin Foundation/Waterproofing Type of Darnpproofing/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 4P Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch.drop within 10 ft. L:LSueHemingway\Building.Codes.Inspectim.FORMS\Foundadon Inspection Report.doc January 28,2003 Framing / Firestoppipg Inspection Report Office No. (51.8) 761-8256 Date Inspection request received: 60 L17 /1 3 Queensbury Building &Code Enforcement Arrive: an Depart.-1---M.fam/ m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: Uz NAME: PERMIT#-. LOCATION: INSPECT ON: ro -S TYPE OF STRUCTURW Ad Y N N/A COMMENTS a M.,�17, TT V 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 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 snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4,hour mP-eiketration sealed 16 inch insulation in cavity in. Garage Fire Separation House side Y2inch or 5 inch Type X Garage side 5/8 inc-/hype X Ceiling/wall Windows Habitable pace/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf Habitable pace below grade 5.0 sf de owm.1�, tw& � -30 L:\SueHemingway\Building.Codes.Inspection.17ORMSTramin estoppin.-Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: i Queensbury Building&Code Enforcement Arrive: am/ m epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: W_C� . Pir q /n_ NAME: .l t PERMIT#: ta lu LOCATION: INSPECT ON: � .._'-( TYPE OF STRUCTURE: Y N N/A COMMENTS i-n -Jack Studs 1ieaders Bracing/Bridging 6 (}v A.vp(t 7 d A)Ac-{-- Joisthangers SU PP4, `r 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 'l2(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 12, 3, 4 hour �,resopping ve y M Penetration wale " 16 inch insulation in cXtymin. Garage Fire Sepa/* h House side %2 /8 inch Type X L-4ral Garage side 5ype XD Ceiling/ Windows Habit le Space/Bedrooms dG� 24 in. (H) `+ 20 in. (W 5.7 sf abbve/below grade 5.0 sf grade L:\SueHeniingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection-request received: tn� Arrive: am/ DepajV 'am/i Queensbury Building&Code Enforcement pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initial za4:7-P NAME: &Tj A) ce PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron, Copper Drain/Vent Comm. Plumbing Vent 1 Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check -Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated s2aces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: !L:\SucHemingway\Building.Cades.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received- Queensbury Building&Code Enforcement Arrive: am/p De art: -)am/pm -U- 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: -V NAME: PERMIT#: LOCATION: INSPECT ON: LD TYPE OF STRUCtTjRI1:' Y N N/A COMMENTS r ac Studs-/Headers acing/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 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 snow shield 24 inches from wall Fye separation 1, 2, 3 hour /ire wall 2, 3, 4 hour _4 Penetration sealed 16 inch insulation in cavity min. (Zvq Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X �l Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above below grade 5.0 sf grade �A Mi, 4o0AS.,Herningway\I3uiI ,,.Code .."nspcSin.FOR S\Fr gmng Fi�resto ping Inspection Report.doe January 28,2003 p Framing / Firestopping Inspection Report Office No. (518) 761-8256 Datie Inspection request received: Queensbury Building& Code Enforcement Arrive: am/Rm Depart: an//pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: l IG 1 i PERMIT#: 9&0 LOCATION: 4�z au�43,� INSPECT ON: 3 o To 3. TYPE OF STRUCTURE: Y N N/A COMMENTS raming 6. el- 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 I Y2(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 scaled 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type 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 LASueHerni n-way\B u i Win.g.Codes,Inspection.170 RM S\rrarni ng Firestopping Inspection Report.doc January 28,2003 4�j 4,9,4-P C Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/pm e rt: { am1 m f ' 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: rt7 (04 L i:� = PERMIT#: LOCATION: INSPECT ON: Q TYPE OF STRUCTURE: „ . aming Y N COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams "tJ LL ' / V41�-- 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 Ires oppir� r �� X/ Penetration sealed''` 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) "'''b 5.7 sf above/below grade 5.0 sf grade L:1SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection ort.doc J ry 28,2003 Framing 1 Firestopping Inspection Report � I u ' Office No. (518) 761-8256 Date Inspection r e receiv / Queensbury Building& Code Enforcement Arrive: in Abt arUVm 742 Bay Road, Queensbury,NY 12804 Inspector's Ini a s• NAME: PERMIT#: _C) LOCATION: LA INSPECT ON: -- -- TYPE OF STRUC URB: Y N NIAC)" COMMENTS Framing Jack Studs/Headers Bracing/Bridging �( Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\BuiIding,Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date InspectionFERMIT ' e : 1 O Queensbury Building&Code Enforcement Arrive: Depart: �aml 742 Bay Rd., Queensbury,NY 12804 Inspector's InitiNAME: 5t°lK� �L'l LOCATION: c PECT ON: 0 TYPE OF STRUCTURE: Comments Y N 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. a'1445our Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Damppraofing/Waterproofing ��� Footing Drain Daylight or Sump P ,� � Footing Drain Stone: 12 inch width 6 inches above footing FV� 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspecrion.FORMS\Foundarion Inspection ReporLdoc January 28,2003 Office Use .GENERAL INSPECTION REPORT Inspector: Town of Queen sbury ± D l 2-1/6 Ready at thue-- �� .Dept. of Community Development Request received: t Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE i0fj?am1pm: DEPART am/pm Notes. (518) 761-8256 Inspector's Initials w NAME, PERMIT LOCATION: it� INSPECT ON(date): i 7-11 -6-2-- TYPE OF STRUCTURE: RECHECK S 4-o 4i"SCILSS isjq< N/A YES COMMENTS )too 0�g Piersu JiL7 cP0 r Form 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 Toundation/Wallpour Reinforcement in Place Foundatioriffiarripproofmg Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-Ink__ Insulation Foundation Walls Interior R-,, Foundation Walls Exterior.-i, f Floors R-­ Walls R- Cr,iling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing__ Jack Studs/Headers Bracing/Bridgig- Joist Hangers Jack Posts/Main Beam Air'Infiltration Barrier Fire Separation t,2,3,hour Penetration Sealed t 0410 1610) J(113 Fire Wall 2,3,4 hour Firestopping L.\SueH,emiligway\Duilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doo Framing / Firestopping Inspection Report V/ Office No. (518)761-8256 Date Inspection request ived: Queensbury Building&Code Enforcement Arrive: am/ D pa m pa In 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: zonz—c(op LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Framing 6�'Qoq, COMMENTS Jack Studs/Headers V/ kvv Bracing/Bridging4s!m,,�A Joist hangers N--* —Vb Jack Posts/Main Beams 7-07, C�:- 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 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 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 V2inch 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 I below grade 5.0 sf grade