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2005-708 � '' TOWN OF QUE,ENSBURY wfm742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050708 Date Issued: Wednesday, April 12, 2006 This is to certify that work requested to be done as shown by Permit Number P20050708 has been completed. Tax Map Number. 523400-308-007-0001-043-000-0000 Location: 40 WOODSHIRE Ct Owner. TRA-TOM DEVELOPMENT, INC. Applicant THOMAS FARONE & SONS INC. This structure may be occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling • Issuance of this Certificate of Occupancy DOES NOT relieve the (4*-- etvP 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 afore ent Planning Board or Zoning Board of Appeals. 11/1/4 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050708 Application Number: A20050708 Tax Map No: 523400-308-007-0001-043-000-0000 Permission is hereby granted to: THOMAS FARONF. & SONS INC For property located at: 40 WOODSHIRE Ct 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: TRA-TOM DEVELOPMENT, INC. Fireplace 667 STATE ROUTE 9 Garage-2 Cars Attached GANSEVOORT, NY 12831-0000 Single Family Dwelling $340,000.00 Total Value $340,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency FARONE CONSTRUCTION PO BOX 804 ROUTE 9 GANSEVOORT_ NY 12831 Plans&Specifications 2005-708 lot 17 HSE #40 WOODSHIRE CT 3201 SQ FT SINGLE FAMILY DWELLING $441.72 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, September 16, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To eensb, ; F 'i a, September 16, 2005 SIGNED BY4 for the Town of Queensbury. ir Director of Building& ode forcement Permit No. Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@aueensburv.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application z.e Application & Plans subject to review before issuance of a valid permit for construction. P4/0 Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. SEP 0 2 2005 Applicant/Builder " A-E2A /O I` ". Owner: Address: Address: Home Phone: A 2 v A - Home Phone: Email Address: Email Address: Phone: S� — tiS Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building ( i and codes compliance: Name: �/fa-A t-LL)/ Address: Phone Location of proposed construction: Lot No. i 1 Legal Address: 44D �(42A2 Q�-Ch.g_1 Tax Map Number: o0 ) Subdivision Name: I(62- � Estimated Cost of Construction: $ 3)'1,DD Proposed construction is for: (, 'f�esidential Use _Commercial Use Name of Business: If proposed construction is an addition,what will use of new addition be? 0 ° New Addition Alteration Proposed Construction PI Floor 2^d floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ft. Sq.Ft. Square feet Height Ft.&in. Single-Family Dwelling I`I 5-.5-3 ;3 2C Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2, 3 3 '"j LP 6 7 Co Type of Heating System: Electric, Oil, Gas, ',Wood, Forced Hot Air, Baseboard, Other: If a fireplace and/or woodstove are being installed, please refer to a separate.application. Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: ° Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the 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 Codes, 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 I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. Date: H D5 Applicant/Builder Signature: � - :1� rec t � ) The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. /` �� Date: 1 Authorized Signature: (_, L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date i ,w , 20 Permit No. <DOo r) Application is hereby made to the Building& Codes Office for the issuance of a Building and Use C� Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name:`" ... - 1 °J _ KZ) t t,9,, ,. Stove: wood coal pellet gas Fireplace insert Fireplace factor built: wood as Address: y- ..._w. -Nt i Fireplace, masonry: wood gas Furnace: wood gas oil Phone: t, �' If non-masonary applicance, please provide Owner: Manufacturer Name: Address: Model Number: Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue tile steel size: inches Exact Address: of construction or installation Factory-Built Manufacturer name: Model Number: Note: Listed By: Number: Construction/Installation must conform to NYS Fire Prevention &Building Indicate (circle) chimney material: • Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall / Insulated I Direct venting Chimney Liner COLlirhier'ler Department—Tow n of Queez:.erbu.ry, 34T4ew X'-Govis Fire Marshal Code it $Collected $Refunded Received from (ref ended to): address: ---- ------ -- ----------- A 173 3389 (190) Public Safety -r — A 233 2655 (230)Minor Sales DATE /e / ft N — /Owrs. C14hWhite(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink&Goldenrod(Cashier's Dept.) Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 1. OWNER INFORMATION: ©bC1)2 Office Use Location of installation: (--(7) 5 �S File Permit No. CO 4 �/, Tax_Map No. / / 1,:, Fee Paid Owner's Name: \. TA..0 'rYNCe/J? -- Address: 9 2. INSTALLER'S NAME : Pcj- PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate #bedroom(s) and multiply# of bedrooms with applicable gallons per bedroom to'equ-al total:dd)4'flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980- 1991 x 130 gal/bdrm = 1991 -present I x 110 gal/bdrm = 7 ) Garbage Grinder Installed yes — / no Spa or Whirlpool Installed yes— / no r/ 4. PARCEL INFORMATION: (circle applicable information &indicate measurements) Topography oil-Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand at what depth at what depth municipal Rolling --)Cytfeet 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: J -D gallon (min. size 1,000 gal) Tile Field: each trench 6 ft. Total System Length: -)S 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 /TOTAL Capacity gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. apt Signature of responsible rson Dat . I 0.5--x)s) Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 Data filename: C:\Program Files\REScheck\REScheck\2648-05 FARONE-MAPLEWOOD-LOT 17 40 WOODSHIRE, QUEENSBURY.rck PROJECT TITLE: PLAN NO. 2648-05 MAPLEWOOD COUNTY: Warren STATE: New York HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW /WALL RATIO: 0.16 DATE: 08/26/05 DATE OF PLANS: AUGUST 26, 2005 PROJECT DESCRIPTION: THOMAS J. FARONE& SON INC. 40 WOODSHIRE COURT QUEENSBURY, NEW YORK 12804 DES IGNER/CONTRACTOR: WILLIAMS & WILLIAMS DESIGNERS INC. 509 GLEN STREET GLENS FALLS, NEW YORK 12801 COMPLIANCE: Passes Maximum UA= 691 Your Home UA= 545 21.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1601 30.0 0.0 56 Ceiling 2: Cathedral Ceiling (no attic) 232 30.0 0.0 8 Wall 1: Wood Frame, 16" o.c. 1750 19.0 0.0 82 Window 1: Vinyl Frame:Double Pane with Low-E 301 0.320 96 Door 1: Glass 22 0.330 7 Door 2: Solid 22 0.130 3 Door 3: Solid 38 0.130 5 Wall 2: Wood Frame, 16" o.c. 1648 19.0 0.0 85 Window 2: Vinyl Frame:Double Pane with Low-E 237 0.320 76 Basement Wall 1: Solid Concrete or Masonry 1657 11.0 0.0 104 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 480 19.0 0.0 23 Furnace 1: Forced Hot Air, 92 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requiieuients. When a Registered Design Professional has st p and si ed his page, they are attesting that to the best ofhis/her knowledge, belief and prokssional judgm , s ch pl or .p 'cations are in compliance with this Code. esign Date f?' /1/0'0 a � RFScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Sofware Version 3.6 Release 2 DATE: 08/26/05 PROJECT TITLE: PLAN NO. 2648-05 MAPLEWOOD Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/7.0'bg/8.0' insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E, U-fictor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 2. Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-fcctors, describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: Doors: [ ] 1. Door 1: Glass, U-fictor. 0.330 Comments: [ ] 2. Door 2: Solid, U-factor. 0.130 Comments: [ ] 3. Door 3: Solid, U-fictor: 0.130 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 92 AFUE or higher Make and Model Number Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals frrr all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-1 1. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point ofthe largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions ofthe Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part ofa circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. I. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for fred water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: ., 3,am/prr . Depart: am/pm Date Inspection request rec Inspector's Initials: Jl(i , cm NAME: ,PERMIT#: (4 - 0 LOCATION: ---- DATE: TYPE OF STRUCTU : 1C� Comments 1 Yes o N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location r 7 / Fresh Air Intake R 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 4 Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate V/f 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 V Interior Smoke Detectors: Every level: Every Bedroom: 4 Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector v Attic access 30 inches x 22 inches x 30 inches(height)in accessible area i/ Crawl Spaces 18 inch x 24 inch access, 1 sq. ft.-150 sq.ft.vents Bathroom Fans,if no window V/ Plumbing fixtures N J/ Foundation insulation ✓ Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade / Gas Furnace shut-off within 30 feet or within line of site +./ Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating ✓ Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum i7 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 1 ss nc osure/, �/ Final Electrical O \ Final Survey Plot PI n As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C I C or C/0 [Temporary I Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc 1 Town of Queensbury Fire Marshal 742 Bay Road � Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 1 Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. Permit# oO5'70 Z Schedule Inspection `} 1 (0(( Time `t- 1/ am pm anytime Inspe Name [no Address L4 ( ) �.*�1(��" ��L��2 c-A) Rough In Final Appliance Manufacturer_ Model# Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated _.T Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel (7 Height above f/p opening Witness Operation Tank Placement(if LP) White—Building Dept Yellow-Custmner Pink—Fire Marsiiwl �r- /1.Q Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins ctio . e 1 est received: — a1 1 Queensbury Building&Code Enforcement Arrive: Ida epart: am/.m 742 Bay Road,Queensbury,NY 12804 Inspectors In' ia1 • NAME: _jam� _-- PERMIT#: OO S---- 7 LOCATION: 3/() C- INSPECT ON: t Jr „� io TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '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 water shield 24 inches from wall Fire separation 1,2,3 hour ,ram Fire wall 2, 3,4 hour _ 4„r RK _ UAJ�j�-{� �3ACK /44k5 irestopping�� 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 / / / Septic Inspection Report ,; Office No.(518) 761-8256 Date Inspecti?quest received: t. Queensbury Building&.Code Enforcement Arrive: . am,, De art: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspecto s itials: NAME: - PERMIT NO.: �� ` V7 0 LOCATION: '..-.0 Or-) , t INSPECT ON: —Q RECHECK: Comments and/or diagram Soil Type: a / oa / lay Type of Wa r: unicipa /Well Water Waterline separat on distance _ ft. DI Well separation dis nce _ ft. 1 — / / Other wells: _ft. Absorption Field: Total length Z Ii ft. Length of each trench ft. Depth of trenches ft. Size of Stone .14.- -- Seepage Pits: Number Size: x Stone Size: Piping Size' � s Type Building to tank /�f �, Tank to Distributio Box " 4p�35" Distribution Box Feld/Pit_^ ,� 5� Opening Sealed: Y NI Partial End Caps Location/Separations Foundation to tank `0 ft. Foundation to absorption �{ft. Separation of Pits ft. Conforms as per Plot Plan -- -- , / Engineer Report and As-Built ✓Y V N ,/!h :t' ‘ a 4pp Location of System on Property: Front Rear Left Sidi Right Side Middle Front " dle Rear S >stem Use Status: pproved _ artial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r quest received: i G / Queensbury Building & Code Enforcement Arrive: )� am/pm Depart: am/prili 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: eJte-L NAME: c1� , PERMIT #: ?C . LOCATION:;L+ 1 7, L+0 ( vs� sI e C F INSPECT ON: <_-1/ 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 Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping t(/ h /)� Air/ Head � ��� klr) 50 P. C. I for 15 minutes , Insulati. Residential Check / Commercial Check _ Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace ptict work sealed properly / No duct tape -26_a) � �;,�� ✓sir R/& . COMMENTS: it14441/0 Ca' E.71/Ajd-C-t7 6--;06 1-2?4"W-I L:\Pam Whiting\Building&Codes\Inspection Forms`Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins gtio quest received: Queensbury Building&Code Enforcement Arrive• / m/p epa . am/pm 742 Bay Road, Queensbury,NY 12804 Insp tors Initials: , NAME: PERMIT#: LOCATION: INSPECT ON: — TYPE OF STRUCTURE: y N N/A COMMENTS Framing Attic Access 22"x 30"minimZtm (7Z. 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 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 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 %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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pit— %Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's InitialsC ' h NAME: � PERMIT#: O j— 70 g LOCATION: ►..� 5,`L � INSPECT ON: — - Q(p TYPE OF STRUCTURE: Y N N/A COMMENTS ng Attic Access 22"x 30"minimum , ff /S Jack Studs/Headers D �C ' 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 '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 water shield 24 inches from wall Fir eparation 1, 2, 3 hour ire 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 11ft / Town of Queensbury Fire Marshal °.#401 742 Bay Road IV Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's //�� instructions or specifications is allowed. ��/� Permit# 0, ^�t1� Schedule Inspectiot J.— Time A)-/a. (.r., pm anytime In -,--E— Nam (;N_ Cc_2 — Address, -fie `.,\,Da y��. ,A o Rough In_Final___ Appliance Manufacturer_ - 4'UP°6' &Model# tp 60 CGus/J e52:e,--,e-2, Direct Vent 11 Factory Built Chimney Flue Size Double Wall Triple Wall Insulated ✓�` T_. Yes No 7Comments Floor Protection • Clearances to Combustibles (all sides) ---T\irAKS -S / () 1 . Firestop(s) Vertical Chase 7 Wall Penetration Vent Clearances to Combustibles // Vent/Chimney Termination7 Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) White.-Building Dept. Yellow-Customer Pink-Fire Marshal Rough Plumbing / Insulation Inspection Report request Office No. (518) 761-8256 Date InsP q ection uest received: /415/ Queensbury Building& Code Enforcement Arrive: am/pm ge cart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: \--c- - PERMIT #: LOCATION: _`-\ Q4 INSPECT ON: TYPE OF STRUCTURE: sc Y N _ N/A l /b/c PVC: R-1, R-2, R-3,R-4 Drain/Vents "C} Cast Iron, Copper Drain/Vent/Comm.Plu ing t/V inoughlumbingVen /Nailents atesPlace ://// 1 '/ inch min. Drain Size Washin chine Drain 2 inch min. Head o Air'Supply 1 Test J Drain`apd Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction / Water Supply Piping ✓ Cooper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.lnspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 —/G Foundation Inspection Report Office No. (518) 761-8256 Date Ins tion re uest received: Queensbury Building& Code Enforcement Arrive: - 'pm Depart: — am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: (R.C.-- NAME: �0P—C7 G PERMIT#: 0 S — 70) LOCATION: Ujei?�'fy 1 Q6— � INSPECT ON: t I2410 k TYPE OF STRUCTURE: Comments �_y Y N N/A Pie / . d Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofin-g/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 I _ Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suefetningway\Building.Codes.Inspection.FORMS\Fuundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Insliectiqn request received: Queensbury Building& Code Enforcement Arrive: dr( 0 am/ m Depart: —am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:' NAME: _Add c�.A.)c— _ PERMIT#: LOCATION: \(.)hite& T. _ INSPECT ON: 134, TYPE OF STRUCTURE: Comments N N/A __.__ F otings — — Piers onolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place f' Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHcmingway\Building.Codes.Inspcction.FORMS\Foundation Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No.(518)761-8256 Date Ins ecti �request received: Queensbury Building&Code Enforcement Arrive:` m/ m_ _Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: tG� NAME: Ck PERMIT#: — 7 0 LOCATION: INSPECT ON: Agra — TYPE OF STRUC . Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers7— // Bracing/Bridging g g 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 Anc or Bolts 6 ft. or less on center and water shield 24 roes from wl e 4— 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date In gcjmn request received: 1 G� Queensbury Building&Code Enforcement Arrive: uVV am/p pepart: a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: l % C9?�-'e- PERMIT#: �d(1 LOCATION: (7 INSPECT ON: TYPE OF STRU • Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/s(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center e and water shie • 24 inches from wall Fire separation 1, 2, 3 hour 0 V A ,fib a r Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: '40am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:/7m(1 f NAME: PERMIT#: f► -/ 0 LOCATION: 14 A--) ' INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers / 1 i11) Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly I i ,..... 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 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 and water shield 24 inches from wall R&A-Dy 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 'Y2 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 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/p �epar /, i am/pm Date Inspection request received: Inspector's Initials: l�� NAME: PERMIT#: LOCATION: 1-I J >� DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road -- Chimney Height/"B"Vent/Direct Vent Location Fresh AirIntake 3 inch Plumbing Vent through roof minimum 6 inches Roof Com lete/Exterior Finish Com•lete 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 safet :lzin_ Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: / t g Dom` Carbon Monoxide Detector (� Attic access 30 inches x 22 inches x 30 inches(hei.ht)in accessible area _ Crawl S•aces 18 inch x 24 inch access, 1 s•.ft.-150 s•. ft. vents _ _ 7c :.C.�7 O!i // Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade _ Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area --_ Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trail Water Tem. 110 Enclosed Stairs Sheetrock Underside minimum'/2"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 Final Electrical �-�y�/ Final Survey Plot Plan l� As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required • Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc t" 4 4 PLY 1.3/4"x11.7/8"MICROLAM DROPPED GIRDER 77 D TJ-Beam®6.20 Serial Number:7005122618 es5 4 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam® LVL User.1 11/22/2005 4:50:47 PM Pagel Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:25'4 11 o 11; 3 5'l .. b 15.3..E 5.t.r_b Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 12' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 375.0 125.0 0 To 25'4" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" -2802/-209/-3015/-3015 L1:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL 2 Stud wall 3.50" 5.12" 11618/3603/0/15221 L1: Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL 3 Stud wall 3.50" 5.12" 11618/3603/0/15221 L1:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL 4 Stud wall 3.50" 1.50" -2802/-209/-3015/-3015 L1:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking -Bearing length requirement exceeds input at support(s)2,3.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 8628 -7352 15794 Passed(47%) Rt.end Span 2 under Floor ADJACENT span loading Moment(Ft-Lbs) -18798 -18798 35696 Passed(53%) MID Span 3 under Floor ADJACENT span loading Live Load Defl(in) 0.207 0.508 Passed(U883) MID Span 2 under Floor ALTERNATE span loading Total Load Defl(in) 0.268 0.762 Passed(L/682) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL:L/240). -Uplift exceeds 1000 Ibs for unbalanced load. -Bracing(Lu):All compression edges(top and bottom)must be braced at 11'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. • ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: CLUTE ENTERPRISES, INC Michael Maney LOT 7 BURNT HILLS DR Curtis Lumber Queensbury QUEENSBURY, NY 12804 460 Big Bay Road Queenbury,NY 12804 Phone:(518)792-8601 Fax :(518)792-8603 lum@curtislumber.com Copyright O 2005 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. • C:\Documents and Settings\1007design\My Documents\TJ BEAM\CLUTE-LOT7 BURNT HILLS.sms . Town of Queensbnry Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's i9 j instructions or s ecifi ations is allowed. Permit# 0O -K6----2,t" Schedule Inspection 217 PC Time am pm anytime Inspector �f InFinal Name ��-u T� Address �i T '!��5 4e- _— Rough — Appliance Manufacturer_ __.. Model# Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated ___ ^ Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof C-0-,-- I1J(t) D penetration;2 feet above any combustible nstruction within 10 feet / Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) White—Building Dept. __`.r,_ ______� Yellow-Custmter Pink—Fire Marshal Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: amlp �epa / am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ��i NAME: - PERMIT#: S ` LOCATION: �{ o INSPECT ON: ��- (ZS TYPE OF STRUCTURE: Comments i Y N N/A Footings -_^ — Piers Monolithic Slab Reinforcement in Place „The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 ' s above footing \ 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:\Suellerningway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: // / ° Queensbury Building&Code Enforcement Arrive: anv Depart. m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:���`" NAME: � PERMIT#: �� 7d LOCATION $i7 r4(1.0/—)&1-10Q l.3vvd � INSPECT ON: ^ ! © S TYPE OF STRUCTURE: A Comments Y N_ N/A Footings g �GJ�—T�/J= . Piers ` Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC I Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueF1ctningway\Building.Codes.Inspection.FORMSU'oundation Inspection Report.doc January 28,2003 ?'_____ / 0 Foundation Inspection Report -z-, r:of e Office No. (518) 761-8256 Date Inspection request rec ived: !� Queensbury Building&Code Enforcement Arrive: am/ Depart: ! am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's initials: _ NAME: G.( PERMIT#: C 5 70 g LOCATION: 1(INSPECT ON: ) O _ l 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 Dampproofing Foundation/Waterproofing T e of Dampproofing/Waterproofing ooting Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ill Approval Plumbing Under Slab PVC/Cast/Copper 1 Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHcmingway\Building.Codes.Inspection. ORMS\Foundation Inspection Report.doc January 28,2003 (4/1,_ Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: /0 11 Oo-S Queensbury Building&Code Enforcement Arrive: am/pm Depart: atnipiPt 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: f 4J3.Q� PERMIT#: + C�S� LOCATION: � t,�oo h INSPECT ON: /U/1(/44)TYPE OF STRUCTURE: Comments Footin s iers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper _ Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. T L:\Suellemingway\Building.Codes.Inspection.FORMSWoundation Inspection Report.doc January 28,2003 )2, Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Anive: anvpn Depar/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: V NAME: PERMIT#: 5 '7 C� LOCATION: INSPECT ON: t -0� TYPE OF STRUCTU . Comments Ce9114 Y N N/A ootings Piers Monolithic Slab Reinforcement in Place Z- 1� The contractor is responsible f r providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 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:\Suefcmingway`RBuilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003