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2005-214 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4z Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050214 Date Issued: Monday, December 19, 2005 This is to certify that work requested to be done as shown by Permit Number P20050214 has been completed. Tax Map Number. 523400-227-018-0001-022-000-0000 Location: 5 LAKEWOOD Dr Owner. BRUCE & NANCY MC CLELLAN Applicant: BRUCE & NANCY MC CLELLAN This structure maybe occupied as a: Fireplace By Order of Town Board Garage - 3 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Directorof Building&Code E orce nt Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050214 Application Number: A20050214 Tax Nlap No: 523400-227-018-0001-022-000-0000 Permission is hereby granted to: BRi TCE &NANCY MC CLELLAN For property located at: PILOT KNOB Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: BRUCE& NANCY MC CLELLAN Fireplace 18 FRIAR TUCK Ct Garage-3 Cars Attached CLIFTON PARK, NY 12065-0000 single Family Dwelling $350,000.00 Total Value $350,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency D.P. MILLER ASSOCIATES_ INC- IS STAITLTERS BALLSTON SPA_ NY 12020-0000 Plans&Specifications 2005-214 2690 sq ft SINGLE FAMILY DWELLING $411.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, May 26, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queenshury before the expiration date.) Dated at the wn oAf Q ensbury; Thursday, May 26, 2005 ASIGNED Y for the Town of Queensbury. Director of Bui tng ode Enforcement Check Residential Plan Review: One&Two Family Dwellings Y/N/N/ (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans:90 Wind Floor Loads 40 psf i 70 Ground Snow Load Sleeping Areas and Attics 30 psf '. Calculations: VdWindow Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor esidential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade F g Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where uired Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width f/ Stair Run and Rise v ' Winder Run and Rise S iral Not Allowed From Td Story woke Detectors Battery Backup and Proper Location athroom Fixtures Proper Clearance all Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas t k t"Z� -," l A-1 Garage Fire Separation Garage Floor Sloped Attic Access r ` Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detec or Lowest Sleeping Level ` 5! Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed Town of Queensbury 742 Bay.Road, Queensbury, NY 12804 Buflding & Code Enforcement Biding pit# Phone:(518)761-8256 Fact: (518)745-4437 Fit codes@qomwbuzy.net Dear z YOW budding pa ndt affhcabm has bout xviand aad irmnd to be dc&-ieni in the foRaw g art= Thm debit need Jo be added to oruoW on both sc ofpbm Piem fed free iu WDbd ibis office WA any T this Matky- Bu"M&CODES OFFICE LLS}x icmi»gyvaylBu�7d &pamitFORMS3cIc�xuntbuilding pat AaWW-d Building Permit'Applications Town of Queensbury-Dept of Community Dcvelopmcnt,742 Bay Road,Queensbury,NY (518)761-8256 permit must be obtained before beginning construction. Permit File No.�d No inspection will be made until applicant has received a Feo Paid $ C) A valid building permit. All applicants' spaces on this Roe.Fee Paid $ application must be oom;ileted and roust appear on the Reviewed By: aZ o application form. Applicant: Bruce & Naricy McClellan ()wn �; Same Address. 18 Friar Tuck Court Address: Clifton Park, Ny 22065 Phone#( _ z Phone#(�) t r $ 2005 Property Location: LotNurnber: L/ House Number / Lakewood DrivJQVVNOFQUEENSBURY Lakewood Estates Tax Number: INGANDC4DE Subdivision Name: MaP New Building: residence commercial 'Estimated Market Value of Construction:$ 3 5 0, 0 0 0.0 0 o Addition: re e/ commercial If an Addition,what will use of new addition,be? 0 Alteration: residence/ commercial o No ehaage to exterior size: residence/eom'1 O Other work(describe Check Occupancylnformation 1 Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet q S e b=fly dwell* 1 , 650 1 , 040 2, 690 o Two fs=ily dwelling o Townhouse o Multifamily dwelliug #of units o Office o Mercantile 0 Maau>iaaturin 0 1 car ddached prage 0 2 ear dstaehed Mg 0 3 car dstachsd prage _ 0 1 oar attached somp 0 2 car attached gamp 9 3 car attached prap 1 884 884 o Storage building- commercial o Storage building- residential t 0 Other What is the proposed height of the structure 0 feet 0 inches Will any second-hand or ungraded lumber be used? If so,for what? Nn Type of Heating System electric/ oil / gas/wood /forced hot air/ baseboard/other: Number of E�''e=to be installed 1 Number of Woodstoyes to be installed 0 List below the persons)responsible for supervision of work as regards to building codes: Name Address- Phone Number Builder 8 8 5—6 3 6 7 CA �r Plumber D.P.MILLER ASSOCIATES, 1, Mason 15 STAULTERS FAM FQW Electrician Declaration: please sign below after you have earetjrlly read the statement: To the best of my knowledge the statements contained in this application,together with the plans and speoMoations 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 ;kith,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Cerdfiosto 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.00nstractioon. signature: �7�--LYs/,\ � or,owner's agent,architect,contractor Application for Permit=S.eptie Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNM MoRMATION: LoT Offlee Use Location of installation: N Lakewood Drive File Permit No. Tax Map No. / / ' Fee Paid Owner's Name: Bruce & Nancy McClellan » »..............»............ » Address: 18 Friar Tuck Court , Clifton Park, NY 12065 INSTALLER'S NAME __ PHONE NO. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No 2f Bedrbo x C2m23tion _= Total Djit Flow Q E 1 V E D x 150 dtm - 1980 or older A P ri t $ 2005 1980—1991 x 130 gal/bdrm - 1991—present 4 x 110 V1/b&m - TOWN OF QUEENSBURY Garbage Grinder Installed yes� no x BUILDING AND CODE Spa or Not Tub Installed yes '/ no T_ ' PARCEL INFORMATION: (circle applicable information&indicate measurements) 'Flat sand at what depth at what depth municipal oiling loam feet feet well ,Steep slope c 151� dwell,water supply r-%slope other , b1 from any septic-system absorption;is 100 ft. other Percolation Test: (To be completed by.licensed professional engineer or architect) Rate: minute per inch PROPOSED SYSTEM: Fa New Co coots: 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 V&irlpool Tub. Septio Tatik: U 27 C7 gallon(min,size 1,000 gal) Tile Field: each trench -1 f t. Total System Length: Seepage Pit(s): number of size of each: fi, by ft: Size/f Stone to be used: # l�' / depth or thickness feet Bed system Size: G Q x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: �`�` I 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 factor 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 Quccnsbury Sanitary Sewage Disposal Ordinance. �� 4/1/05 Signature of responsible person Qate Town of Queensberry Fire Marshal 742 Bay Road Queensbury,NY 12804 761-SM/761-8206 � fax 745-4437 Factory Built Gas FireWace/Stove Inspection Reuort f Notice: New York State requires that all UL Listed,factory built appliances be installed according the inst Ictions and specifications contained in the Installation Manual accompanying the appliance.No deviation fro the m actu instructions or specifications is allowed. 1 Permit# J �ZiG'Schedule Inspection -k2.-16—p�ti ime In anytime Name 11C .� � I Address Rou1h In al r Appliance Manufacturer Model# Direct Vent Factory Built Chimney Flue Sete 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 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 KWitness Operation IKTank Placement(if LP) Widte— :Dept. Yellow Get r Pink—Fire Marshal Fire Marshal's Office Town of Queensbury,742 Bay Road,Queen ury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys � ^ applicable to solid fuel & vented gas appliances Date 4/1 , 2005 _ Permit No. 1411 _ - Application is hereby made to the Building&Codes Office,for the issuance of a Building and Use 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: Bruce & Nancy McClellan Stove: wood coal pellet gas La-- Fireplace insert Address:(4 Lakewood Drive) Fireplace, factory-built: wood ga 18 Friar Tttalt Court Fireplace, masonry: wood gas Clifton Park, NY 12065 Furnace: wood oil Prone: 877-5958 If non-masonary applicance, please provide Owner: Same Manufacturer Name: Heat N Glo Address: Model Number: 750TRD Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue tile see size: 6 inches Exact Address: 4 Lakewood Drive of construction or installation Factory-Built Manufacturer name: Model Number: Note., Listed By: Number: Construction IInstallation must con orm to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbur7) Handouts regarding required inspections. Double wall / Triple i all »sulate / Direct venting Chimney Liner i C��che�etz-'ter nep�rtm�t—Tos��n o�Q►u��n,er�bury, 1V'��Yorl�-- --- i Fire Marshal Code# $Collected .S Refunded Received from (refunded to)17�>,,Vp 5�. _`✓Y address: --- A 173 3389 (190) Public SafLty . A 233 2655 (230?Minor Sales ycnat.Pc�wt6— IONw VWG�02 L0 White(Applicant) / Green(hire Marshal) / Yellow(Bldg. Dept.) ! Pink K Goldenrod(Cashier's Dept.) t Queensbury Building & Code Enforcement - R ent al F' Inspection Office No.(518)761-8256 Arrive: e Date Inspection request received: _ Inspector's I 'tt NAME: PE IT#: � -- LOCATION: D E: TYPE OF STRUCTURE: Comments Yes No N/A _ Building Number/Address visible from road r Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate _ Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy!trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/W' dow in stairwells safety glazing Interior Smoke D ectors: Every level: Ev Be c oom: Outside every bedroom rea* Inter Connected: Batte backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s . ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Tempor ermanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc C 1D?io 9 66J 15.6�53AM51s_DP4IL fLRASSOCIATES HART ALARMS N0.092 P Rt= 01 al t;F4GfQ aft l�1�L T5 B r= /oW lep ALARM SYSTEMS (sle)272-2007 514 FOURTH STRtET,WATERVLIET, NY 12189 �NC' N.Y.S.LIFAXC NO 2000111377 November 11, 2005 Mr. Derek Miller D.P. Miller Associates, Inc. 15 Staulters Fa,nn Road Ballston Spa, NY 12020 (518) 885-6367 RE: McClellan Residence 5 Lakewood Drive Town of Queensbury Derek We appreciate this continued opportunity to be of service, This letter is to confirm that hart Alarm Systems, Inc. has installed smoke detectors and carbon monoxide detectors as per N.Y.S_ Building Code requirements. The following detectors have been installed. Seven(7)GE Security 449CST/E Photoelectric smoke detectors with built in 85db piezo; Two(2) GE Security 240-COE carbon monoxide detectors; All of the above components are hardwired into the GE Security NX-8 control panel that has a rechargeable back-up battery. The detectors were installed, tested and activated today,November 11, 2005. Please do not hesitate to call regarding this matter or security in general. Sincerely, Kenneth J. Hart Vice-President kpn@hartalarm..com K3IH/dmz WW W.HARTALARM.COM VPNPPP— Queensbury Building & Code Enforcement - Resid ntial Final Inspection Office No. (518)761-8256 Arrive: art: -?Uam/pm Date Inspection request received: Inspector Ini to s- NAME: n P RMIT#: LL LOCATION: ATE: — TYPE OF STRUCTURE. Comments `` Yes No N/A wilding Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches 01 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 Wall01 —L � Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers rade 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/Wind in stairwells safety glazing Interior Smoke Det tors: j w Every level: Every.Bedyg: Outside every bedroom a ✓✓ Inter Connected: Battery backup: Carbon Monoxide Detector Q- Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft,150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum r Basement stairs closed rise>4 inches L (� Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer00V�®� Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan At. 'tsZA-i As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: C6)r� NAME: ,11 e (,Y'\ LOCATION: (�R ;) A� PERMIT#: 3 S=,�j �-( Final Survey Plot Plan AV12roved Denied The attached final survey has been received by the ` Dept.of , Community ���/// Development. Upon review survey has b Craig Br-Kn,Vmng Administrator Notes: L:LSueHemingway\]3uilding.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: apart: _am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: LL&C G PERMIT NO.: Z LOCATION: INSPECT ON: 1:FV a 5- RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Len h of each trench ft. _Dlepth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Se aration of Pits ft. Conforms as per Plot Plan Y N -Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Statu . Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 t �+ Septic Inspection Report r` . Office No.(518)761-8256 Date Insp �id west received: PjQueensbury Building&Code Enforcement Arrive: 0/p Part: _am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: n 04 NAME: PERMIT NO.: _ 5 — Z_1 LOCATION: INSPECT ON: 2- RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Cla Type of Water: Municipal/ ell Wate �CP�(� rtx)(, -� P U�io Waterline separation distance ft. Well separation distance _�_ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number PU Y&A) 1A) Size: x Stone Size: -pipingSize Type Building to tank Zto Tank to v K Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Ca o Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N ��y �t/ Location of System on Property: // Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: pproved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 MM DR11 L HOLE 90 LOT 2 0' 0 b rved r believe I saw E ail 0 such a h wells, trees, � se�,o �Jli,s doc m nt. I also represent theil 1 have easur d p h distances set forthon the diagrarn," 100 Q TE lb PROP 86. Nou.9slh S46' so 70 sA— 2-7-,700 0 64. acre < IR CIRF r4 71'1 2 \\\\\ \\ ( \\ �` \ \ _ l< r 100.L)O,) .171 UTILITIES 0 .57 90"W 46 0 tQ7 tot -0 \LAKEWOOD DRIVJ� C EI ED 810 Nek%00 - -- . - I— 2005 TOWN OF QUEENSBURY —PUILDING AND CODE Y Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart :3-'rC /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 14bA NAME: (ajfU c-g, n_C� R ��- PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates ;fin Plumbing Vent/ Vents in Place / r 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 5 P.S.I for 15 minutes sulation Residential Check / Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: amff 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: v - INSPECT ON: -0-:D TYPE OF STRUCTURE: Z Y N N/A !T Rough Plumbing / Nail Plates 7bn) Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes nsulation / Residential Check Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 -'Z-- � V'�!�7� \ ' Rough Plumbing / Insulation Inspection a ort Office No. (518) 761-8256 Date Inspection reques ei e Queensbury Building & Code Enforcement Arrive: a p epart: = a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. - NAME: � PERM #: C LOCATION: r INSPECT ON: - -C TYPE OF STRUCTURE: Y N N/A u h 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 jsu / Head PS.I for 15 minuteslation Residential Check/ Commercial Chec c Pro er 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: 1;?7t6CLh SCE LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re s r ce" ed: Queensbury Building&Code Enforcement Arrive: p epart: _L- a 742 Bay Road, Queensbury,NY 12804 Inspector's Init' Is- NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS ,Svplming Attic Access 22'x 30"M'ln'i*lnum Jack Studs/Headers i Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. / Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and 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 %z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade J Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ t re eiv Queensbury Building & Code Enforcement Arrive: m/p part: -�`M a _m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia L NAME: be L ELLA►.� PE T #: 2-Cg1l 114 LOCATION: vF- L A VEu1 =o ng INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing J Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation Residential Check / Commercial Check F�DD Proper Vent Attic Vent �4 Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing / Insulation Insp coon Repo Office No. (518) 761-8256 Date Inspection rerque,pre. Queensbury Building & Code Enforcement Arrive: part: a 742 Bay Road, Queensbury, NY 12804 Inspector's Init NAME: PERLOCATION INS1 - ) TYPE OF STRUCTURE: SF� Y N A ou h Plumbing Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum I Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above hi hest connection for 15 minutes Pressure Test Water Supply Piping ,� Air/ Head 50 P.S.I for 15 minutes mvvk 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: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 r` 761-8205/761-8206 ' fax 745-4437 C�_ Factory Built Gas Fri reulace/Stove Inspection Report w.� P Notice: New York State requires that all LL Listed,factory built appliances be installed according to the instruc ' Its an specifications contained in the installation Manual accompanying the appliance.No deviation from of re instructions or specifications is allowed t .- Permit# Q S--.;L)L) Schedule Inspections Time 01,- pm anytime Name ll _!:�_ �q ►1 Address 's LQ1 a_ ')C'�Ca,� _L�Y- _,__ Rough mal! Appliance Manufacturer.- _ � Model# I- Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated "1 _ Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) F irestop(s) Vertical Chaste Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above njof penetration;2 feet above any combustible constriction within 10 feet Gas Shut-Oft'Valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) White—&dWing D pt. Yellow r Pink—Dire Mar" T Framing / Firestopp g Inspec Io epkrt\' Office No.(518) 761-8256 Date Inspection re rec ved: Queensbury Building&Code Enforcement Arrive: rt 742 Bay Road,Queensbury,NY 12804 Inspector's Initiate NAME: � PERMIT#: L J ( LOCATION: INSPECT ON:TYPE OF STRUCTURE: raining Y N /A COMMENTS ,� Attic Access 22"x 30"minimum Jac Bracin Bridging 1��11d1ta a Jack Posts/Main Be Exterior sheeting nailed prop 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Vl�l�[>L� Headroom 6 ft. 8 in. iq Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 i/z w 16 gauge(8) 16D nails each side C UP,to Draft stopping 1,000 sq. ft. floor trusses 117 Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall _ Fire separation 1, 2,3 hour f"'71112,3,4 hour a restopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation `1 House side '/z inch or 5/8 inch Type X } Garage side 5/8 inch Type X L'b C� Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade SEP.20.2005 7:07RM DPMILLERASSOCIATES SEP,19-2005 MON 09:30 AM FAX N0. P. 01 E 1\16 INEt RING 13Y .TRE A MiTek Affiliate Trenco 818 Saundstde Rd Edenton.NC 27932 TNephom 25V482-7000 Fax 2521482-7115 Re: QPM11-41. DP Millcr Assuo.4 Lakewood Dr. T110[ru:;s dMWjI1U(y)rcrcrcnced below have bccn prepared by Truss Eng Co.under my direct mpcL vision U.Iscd(III thu p,,IfaclzGers i)iovicled by Stock Building Supply-Schenectady, NY. Val,, ar slieets covered by this sca1F2521646 Lhn1F.2521647 Nly license rt,Ilow it OILC for 111C statrc of Now York iS/`11,�119L 31,2006. F NE ri 0 'u '.el �o /V 0.�71a2 Z�y� ,1um1 30,200S 51,.y Cw l:i;R4 UVIII T) (it]fficrza 111-1wiligs inclicate acceptance or pro fassiolial eliginecrbig responsibility solely for the Miss Wiiipos1CnLe shown. The sniLability and use or this componant for my particular buiidiug is the r�',(tpn,ihitity of iho bttildinA dcsil;ncr,per ANSIITPI-T`)`)S Sec.2, 1'.trr!itx`erinl;.cruises provided by Tmss I:agineering Ccunvany. SSEP.i 0 005�o(y7:07A� AM DPMILLERASSOCIATES FAX No, Ue. + �'r ,tilt, q•tYr•,p ._.. .--- TluS:TYpW ..__.. .,,.._. --.._ . .._ dly IKY Dp A1tUGr'p::E,oC.41eah,t.vooa¢r. ^_--.. EsG21r34t� 1II ..IIf I[tIAIIl,1L I7t --- InTTIl: Jrhr,3{_nmceiaftirn,:d]�__ ::Ii rill Rt+ll'ru+q 3++nr,ly,:;+]rK nn,:irnly,NM t 2J(iti - - 5.260 a Jan 10 2u04 M+Tek Ind+r-,likd,IR(K. Well JWi A 1IM :15 2005 PLVA I 0-90-P 1 8•fi yst 1 2{-1] 3a-',5 3n 15 2-r;17 3�71 9-9-9 4.10-8 a+tl - :1reub� 1;7a o ,U)r;;r--U'All I:i A rrf;01 IATE FOR AT TIC LIC HT STUTACE ARF,A ANDICK SLEEPINt:ROOMS. F M,NO i ADC-91),�TIK Fill.A W1TFsMED LOAD,CORRIDORS.OR MASIC FI,00rZ ARFn) ( j �\7x5 2,t4 if ,c�__..:•�'l 12 tiro f 1r, 13 �.� 60 1� l h 9 3 4-11 11•:I B 3 6.11 iY-0•d I'L;icitj{f.ut,Ijx,Y):,.(2,Q,1ti•i�,4.'�.G�. T�.B„p,Fe11,� I'�'p.'1.T51)•2-5 140.3•t7,0 0 16:0-3-00-4-0..- ._�,. _�_ .. ,.. �... . ...�..- t OADIUC;(p,,1) VIAC(Nro 2.04 C51 OEFL In floc) Ivaco Ltd PLATES GRIP It,LI. li11.0 14lyOy Ir1Cre�ue 115 TIC 0.00 Vw't(LL) -0.71 14.15 ­120 3Fr0 M1120 1G9/123 TGfll, 10.0 Lu+nhrr Glen;,k C •-15 CSC 0187 Vt tt(TL) •0.90 14.16 �-301 Y40 M1170H 1.11008 c+a.L on trap she-m Inri- YES WB 087 Horz(TL) 0.04 12 nla nrd ClrGt, LA C%k,* ISC20001AN$105 Wit;x) Wf_-IVK 142lb .'L,111A{)f,R BRACING j 1P t-4i6140 2 X 5 S1`I:24COr?.0L- •Exce:yC TOP CHORD Sha.9thed of 4.1-11 oc purUrls. 1.4 2 X 0 SP17-4i 10G0>=1,Sr,10.13 2 X it SPF-S%6uf 1.5E 130T CHORD Frigid atl;ny drnecily applied or 6-11.9 oc bradn0, LOT C'.-K)Rn 2 X B cPF?Ralf 2,0E WEBS 1 Row et m+dpt C4 m62f; 2 X a;,Isle{fuel NOTE;PUE TO TI'IG OARALL L ENGTH TO QtrTH PATIO OF TFIE FLOOI1,THE FLOOR MAY EXI•IInfT OBJECTIONABLE V(MRATION M 010(t I)EFLECTION. ©UILDING DESIGN1111 TO CONSIDER RUACOOKS (Ifihim-.1 2=2470}-5-8.12cUM10.5.8 PROMOINGMIMSTO DAWN POSSIBLE FLOOR VIM kTION, Wix I lou 2--7il i(load cwo 6) Mnx Iaphl:h+ .1 13(Igad r..1ne 6).12-•11300ad C tr:a 5) M Ix t;+;.v2=475 i(IbAfi case 7),12P 2730(lo m cAr.4 31 ft�it�k5 (IU)-M,+yuwnn Conrj,i c;,°•Innlr.lazi,+u+rn YOncion TOP C: VI`IiD 14 Oil04.Z l 3-1:-2023I'JJI,4 S-•2t4'l040,5.5, Z)11r340,C"7,142/37d,1-8'-142137d.8.9a•20111910, 101►:2023/3?1,11-12=•33191349.12.13 0)10'1 ViT GI(000 2,18:-155lP4+M, I.ri-1G=a1Ig40,1d-15=01i9n0,12.14..196rZh0� WLF S G3••211?rat1,5.1ti:.31/913,9-11=911913,3-10-'090/210,11.14e49W10 QDTLS 1)Wind:nr:rtr.r')PI:ODuIpIR 1 30f1,TGDL�5.Op,r;f1(:UL=3.OpsF,C:,10gary(t;Fq1 C:onew:nd;MWFRS inl.�iorzonD:Ipp C-C Exiex�ur(2) T.e,ntr:nt,hl.:wq Iclt burl riijl•,L upt ,,ol;and vu :kl IPR and rlraat Prp000pi Ltdtrtmr CIOL=1.33 plain O(lp(IOL-1.33,Thla tru=i. dyli;pu;r;1„r CC mr rnRtr(va:•1 a+ra Mreoa,Ia14 ror MWFRS tar roaetlnn:�pacificd, TC-41:n4+1;'G 7 f.'t1,Ill'100 0 P:-1(rwP y11r•,nL'gyp C.P:u 11;.11y Exp. 1j�f,thal!nt',rl lip.:.!lopt)r}RtoL Dnan e�r1-^.Klerr:d fur IHr.!design, cF NE .I)Cld,lew."tins h'I r111Erzlg0e•.d fur 1J)0 unloa n•,+t MOHN)d of G0.0 psf on ovortinhos norl-Wetrt,rrentwitR other live loads, (� 5)T1u9 011.,hp.N-.A eln;,igi.W fat L%10 0 wr b4nom el,t,nj IP0load n'>nooncurronl vAm any o01Cr live loads pr:r Table 1G07.1 of IBC-00. F.)A1(FI81'.;Hsu riTd"0 rddl(r:unless CxIIwr*%a Indiciun. 7)'ThtL 1f1,1',A IL t'+rr,:an p;clgnr:;l for a live lowt of20.op.r on the battottr CI+41'd in all uu,ar;whora n rettsngle 3-6-0 L111 by 2-0-0 wile Will Q• L� frt bOwr,;n ll ia1 t ilt+,u'+rowed,nel nny other mcn,hprs. x .r , C)1•tt,1+n0 n:•d IrIM.J(11(J p;l)on rar:mtar(o,5.6,0-g,0-0 r- �- (+)BnNenl 1.14,Ir111v0(u,IJ(104 pet)cnp,idailjonal hoWwA chorC dbnd Nnd(6.0 vitn epp4pd Dnlyto Room.14.15 f y 19)�ri,vl 1;1i,':':litinl�al xnr [+nn(byothcr;l hf trL =Io Wining p(7Lp+:gwolth of withtdandrea 113 Ili uruifl DI joint 2 rind 113 b uIA1191 Jnhs 19 I-nAp Crt:it(.`) 8i:mtJrvlJ ��n tiQ,87102 l4,�� , ��UFEs STD�� June 30,2005 •>;arxn^.'AI91,mt1t,u+l;.,a:;,;,�i+wlt,Yx,t;:@a;.,;r,�t�a,:+J;iY� •vrnU•C�,r1nJ�,'Uqn I-rvn, .ter'r nna 1,lftW�DT7,lr nN f.:J=AND 1Nr7,prte:0 NV OC lrrd•-1,�tLr.Yf,rwOC ACr MTJ,aS�r1l.t77tlw f N'J16[+I1t•':PY Ir.•9)r+�•r llrY u,o 6nllw-Il,!•id LI1 C71N M;{Iia+.1HIl Oh1YJ+,hfn,on Mly"f,an pnr.an,,U>5 shwm,Cxtti�fnr M+•>a+dJu,,d hullrngp cLr}nMMnf. r hfi. d l,ply nt el•..;n f�lr:,,a roc n,Her r+opw inr•niT.vrrrd.nn etCau�r«,ncnr a rurr+on•.rat+y of u�rhtilri*11, nh'hn Inra• sJncr.Arxm�Ja,wn .L,iI•'.u':Cti�rPi+'wl•'+I Ydnd.hr:+l v�rl,my:mbm:+l,vy.A:fala-Yu'll Lr+tpdarY tu,�;,rn�lu cevefrpl,tur�rint+1.1•.P'+'INC 14M S lr+a ew-ramdblW+y Dtlhe -,r^r:Lv .4 4,if151.v f,,,+q,_„+c v r.nclnq ur u+a rvdr�u+a,t,�,w„r rf nw r�I,bn;rt,nlr ct u+a e.,n.,,,r!1n.,10,�rn,ra+0nnurul rr�4vFo rvrCYJE,p AMu,: A , f InLri;llirn,ft-.lIJ}•Wrd,„I- 1,-,np'„1,1:•:ry,etc._IR-n hr,/l(xgC11hi, ll',:dl ANsvrrR 4+oury C,h.rrin,t)%%4 and n.;Li s np�4rrwanertr gtA SSandate R+t + i,J0 I.1L d1Y'4Y"p nv,iEnhl•t h ors r„rs Pro IJ 11,0duly,SWJ GPn„I'..,Ey V..l k.,elsm,Wt all S. -SEP.20.2005 7:08RM DMILLERASSOCIRTES 111-1. MOO wil A FAX NO, r03 4 J&b Ty m�.iar.rwk topAan--, apply, Hy 1?nou, 5,zu0>Jun I ii-21304UTt*irl6rilirit--9.Inc. W470.0 I SkG ftMq=I 70h 10 41[1 4 14 Sk" 20 PC 77 29 25 2.4 2% 22 21 20 111 in us err 400- --- -j- , 704 SrACIrdr, 2.0-0 CGI oEFL in (kic) 1140 Lie PLATES GRIP f C.,LL rJ0.0 Rl:itr.; 1 15 TC 0,05 Veilfl.l j rda - No 900 W20 1601123 16-0 UimMrintw,tca 1,15 Eric TI-04 Ve 0.00 1 ;9$9 249 r(711. 4).4) kf,p slmM MOT YES wo 13.4G 0.00 15 n1a IV2 WI-Ight!106111 LUyjuLR IIRACFNG T01 CI-JOR0 .1 X 0`.PI`4',16SOF I-br- TOV C1409171 Shcidw--d or 6-0Z Dc pudin5. Elf,)r cl 1c11 IL) 2 x G Va ir.S 1G5011,1.5E SOT q 101 ZD Rigid Win;chrecl.1y appOd of(3,0,0 cc 6ritcii'5- OTw,"R2 2X4U4'541k14 '1429UMV WEELS I UDW[at rWIP1. 2-24,& S.10-23 q-';4 2 X 4 C1�F Nq.?,9L?,rj 2 X 4$pF No 2,10.23 2 X 4$PF No,2 RFAC'fiC0N`. 24 1hmjr1F%1f1,10,0 %Iiix I Iarz2z:O(Iond colm 5) May U14111", w)(lu".4 014R0 a).IA-37(lcad&Wq 7),26-13(Wd rj,,,•n-t).2r,=-77(jc.-Id cwu 8).27=-72(load ca-,t,S), q;;,%7 IT),21A=-I01(k)t1q t;ilf)(9).23-40(laadcaw 9),21=-76()ojtel cost Cage s), M., Ct rove-51 I'tbad r-1-4 2).1 Oat 51111(1 oad cove 3),24-%152(1*ad aex-.,1),Z.G=4 TIS(Ic44 corm 2).26=425(losd cmi?�2), 20=4.?Oytind cmi,li 3),1 U3744(1txsd La;;r!1).78z37?.(j*;jd ca::a%.) 10103 -2 I C-17-1111ti CLOT Ctjt)j'�(l 2?!J-M),P11 29%.01P, 2ci-21=-Offi,25- Cup,-WU,24-2S-010,23.24-010,2.2-23-010,21-22=-AS/18i. 10-21=,ONO,10 n',A3/201,15-10=-4Wk11.115-15.:-43/2131 7440=-V4/130,G.27a.405/1231,$28-37111111, o T- N pu TL-- 7-9,9;90nil1fil.hm301L,TODL=5,0pf-1,SCDL=3.Dps:f,-Calcoc%ty 11;Exp C;n-riciow;MWFRS Ifltor;or zonu and C-C FxjXtor(2 Gj 2fjf1A;clmill wr I'T 11rici ript wtj-nlm:1:and vi:-.rjc.,jj fc(t Ind right ckposed;Luoihnr DOL-1,33 plzte Ofip OOL-1.31.'rhit"a Is feir C.('for mE%Ib:fc1Am4 slid for MWWRS ria lo-itwitz nanclka. Thia 4(;-.!i 11.1J ti,= for 1.00 Wca UE r0fif lood of C0.0 p;fnn non-comeauTm1witli 01har Ove bAdf,, (1;.l fra"n 13.1c lit-fit do"ilInt-d frf,)10.0 pe load m Lijelrd rive lu,1,1 n4nocrimit(Ant wide ciny other IW larldB per TOIL.1C307,11 DfIFIC-00, ;6" 40 Na 67 A OFF s F,10 il;2 0-f1Q4. L,v-.n d.tsiq f1vo 1(7r alive)loan of 20.0p.0 cn 111 D IMIMM choral Ins[[=4%W41 xe 4 p"t(an gle 3-C-0 L-411 by 2 00 WOO will June 30,2005 t,1wid Vrow rm-l"l I N-Ere i,,nrip n,h�-ifjj jVj,L.P.If llljt�lqm rid, tmwm.colm N For rr Ifitliviuk'(0 lit 0 AA pyl-Atill-.111104YAlt V-1j lyq-Afl-A:Uy 9-10-"e..r.,j,rktbv Thkft L ie L-1i'0111ill Nlili EA Utll'l mimull AN-W/W uj,nj;jy r,41oda,IAJ.AV and IiCsLl I%jk4lrl!7 ClifiVanctil 9 1 V S'mmiklrlq Rd EP ZO-2OO.5Ho, 7:OSRM DPMILLERASSOCIATES ic r-vvv 11 W.7,Q L All F�X NO, NO.866 P.4/5 04 T*T I.j 01,1!141, 11 Or. ATTIC c ll 1 -,�. drub;Z ply, NY fnec.loiwrni ronn'W;""Jn(by elf LPLIu-,lb bo'llint 9 t34 W L,rAA at jaim 2,37 lb uplill al jOint Iti,43 lb ljpllft-.It joint 25,Tr 11)Llpllft Elt 1,tJnt 72 11;III'J,rl.4t1c.60 21,rA)IN qVill"I joint 2q.7111 111 ujuitl al joint 29,40 lb toplIA Ol jo}mj 23,79 u,,Ai[Lv jr7lrj 21.71 ft)t4Alft III jolpf 20,(34 lb LJlyJtft atiOlfli 19 and 100 lb uplift r I'd nt I Ii. LONG CM,17.(5, rL!.r.cl ki tj d"4 NoTuN,OM"MANI)IWL=p 4,j A*WAA USA w.11jFcnlw4 fly khcwri. f"tic-lel-I M 10 r.vr")p "Inn Ifl,h FJml, Pet, q.u'pjrl,,Cn'rrk�uvlq Alyr,"r,lb it 1!JI'l f,t)f,l III lld IfV hl,�Ll j DcMv I(,.,M-.W1.1i'm W151119, Symbols Numbering System A General Safety Noires �L PLA1E LOCATION AND ORIENTATION Failure to Fallout Could Cause Property y �l pia cents,la ale anJr-In l LTn'ess x,y Damage or Personal Injury 1 oftse s are e:dicated, 5#-& a mons!ans sty in(-=r.s:xtsero�s j 0=mersicrs cre:n h-In-slKfeenihs. j Apply pleles to bo`h sides at buss I. Adddiicncl slabUy btacing foi truss system,e.g. 0 or.d secureiy so-all. diaaar,.a:or X-5rac.ng.is always required. See 3CS;1. 0 t D n 2. lever exceed the design leading shown end never T ^he 1 2 3 stage motedals on inodegoa:ety braced trusses. _T11 OP CHORDS 3. Provide coples of lh"s Russ design to the 13!-Kding I designer.ar act ion superviscr,property owmr and N114 allof her inle esled parlies,-Z yr' p A. Cul members to beerlightlyagoirslc-acb other. For 4x2 orien.a;;on,Locale U plates 0-1-4'Ira:a oulside a 15. P:ace plales on each face of Inns at ecch ` edge of truss , p icin.cnd embed fully. Knots and wonea:zoint BOTTO,L1 CHORDS j loca liens cre regu'a led h;AKSirt9l1. k `� •Pis sym'-ol indl tales We � 8 7 6 5 6. Design oswmes busses w-ll be siNcbA/prolecfed from r+ecu-ed d;,ecl.an of s:ois in conrRc lar plates. IPtie environment fr. accord trrlh At to°il. �- Urfess olhomisa noted, cislure can:eni o:iu[ncer `Plate locattan delalls available In hjTiek 20120 n--ShGt rv�t Exceed 10%al*me or lob>iccttn. soFisvare ac upon request. JOINTS AR GUiFRALL.Y HUM3EREDILETTERED CLOCKWISE AROUND WE TRUSSSIARiING AT THe JOINT FARTHEST TO 8. Urless ezpresgy noted,I It's deYcn;s nol cppicable icy i ' PLATE SIZE THE LEFT, use sti1.h fi-e reiardoni orpreservct.va 1reaied'ur beg- ' W CHORDS AND 1YE8SA4FiflEt.T7FIE0 BY E17i7 JalrvT 9- Cornber:s a non-s"nicluml censdercl:on crd is.Fg ¢ j The firstdmens:oris the I 'UMBERS/LWERS, respons:belt;:of Wssfobdccta.-Genemlpreciiceis`-c x E perpenoicvlcr.o Aols,Second v 4 � ccmber:cr dead Iecd dePlectian. p cimens;on.s the yen• nl,arc!te: ! co s ch to o ls. ! 10.Plate h/pe,size cr!enla"on and Coca on dimensions WLATERAL BRACING CONNEC70R PfA7E CODE APPROVALS i ,hover.indicWe m nimurn ptaling tiequ:iemenls. Lumber ufed s 1cH be a=lt:e spec:rs and_iza.and H .r.;Jiccted ty T.rnbci shtrnn air Jl or SOCK 96-31.95-:3,5,6-:G 1,76-67.S 4-02 in d:resaecls,egvd to cx beiler:non Ihol a by ext ir.the brac'nb section a'"•ie ; s�eci ed. A culpul_ Ilse T.1 or Emina for bxcctng I--�i a 4922,5?43, 5363,3907 i2.Tap c'uy+ U5 nvisl to sheal'r-ed cr ud'ns p:ov[ided C•' s p c ng s:'uvrr,cn design. i SBC I 9667.9730,96043,Y51 9432A i �-- BEARING ¢.� II 3&tc-n chards recu-e la.eml tmdng c4 l3 fl.srcci^g. OD;; cr less,i=no ce•Jir•a is irstal:sd,sntess atik rw�poled. (9 :n-;iccm-s Iocc.-r.trvhera tea'Vas f` Iw.~-pncfS;accL[. ?cots vary bi--' ;,4 c t olio=. �a,r sec'" n nLicCte, Cow~.ec..a•s rc, s: ar:ncre _ 17Ar iiC 7C s i ^urn Z v here ber.-rgs acc-_r. ,..2k C3 ro-cut or ciler'russ r am'e-or*'de :,'r-:car to / mn - a;;pror.:tr'.j Q 2rQ r►eer, mV si t3:15!^/�:�?:�G'S. � \� - !-��: '�.f.'1STC'.C"❑ �7r'.v3T`.C�11'1l,rFesl.ldd-:.ems'Oi.^-..%°ti"s?. Nn ¢.� i _ ^t:. -c'_8°:y^5� ,.c4=or ter-"• e $ a- =aleCor~ec:SLr,.ocd3r��:crstrucllc-i. _ Lill 4 c'- CJ2 �:.;i•. rr:�ia.r;;CoT,7c:+E�-5Cf 2�'rr.r�+ctia�. ' :srr:da,o Ga -a:: e fOri'u:�rY nn• ci.:r•g c -;::r4 rf� °pie C�r�6Gr?v "/•�^�.,r 55iii M�IW(rr-Jareliog&ewmz lice,:.eehh1:1-7473 C•2 N:izeT + Framing / Firestopping Inspection Report ' Office No. (518) 761-8256 Date Inspection request received: Lf Queensbury Building& Code Enforcement Arrive: am/p D pa am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1 � r I NAME: � C \ G� PERMIT#: LOCATION: - INSPECT ON: =1 � TYPE OF STRUCTURE: Framing Y N N/A COMMENTS 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 �jWand snows ield 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 L:\SueHemingway\Building.Codes.Inspection.FORIVIS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Insp ection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/p art: pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 1 PERMIT#: LOCATION: - INSPECT ON: — --� TYPE OF STRUCTURE: Framing Y N N/A COMMENTS 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 e and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour --1 Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation. .� House side %2 inch or 5/8 inch Type X �X�� �L C � ) �:LJ,q V—k A> Garage side 5/8 inch Type X t ` Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHerningway\Building.Codes.Inspection.FORIv1S\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report �1 Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p a Depart:. pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:(�� NAME: 01 �. PERMIT#: C��'_C)p LOCATION: _ S INSPECT ON: TYPE OF STRUCTURE: Comments Y N_ N/A Footings Piers Monolithic Slab Reinforcement in PlaceA The contractor is responsible for providing protection from freezing for 48 hours following the placement I of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Fou on/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. 1.:\SueHemingway\Building.Codes,lnspection.FORMS\Foundation Inspection Report.doc January 28,2003 CA t� To DD e 305--?1 A r/ Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 1'� 2 o5 Queensbury Building &Code Enforcement Arrive: am/ Depart: pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: � NAME: T�.?• (`1l t(_L'E-2 �C"�'-ELL-I�h� PERMIT#: _ P yo_s---21 4 LOCATION: 1 INSPECT ON: � �� TYPE OF STRUCTURE: Comments _ Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. aterial.s for this purpose on site. oundation/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. LASueHen ingwa)ABuilding.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: i Queensbury Building&Code Enforcement Arrive: anv Depart: Y am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: Q( C, om— ).c� NAME: / PERMTT#: LOCATION: INSPECT ON: 672 TYPE OF STRUCTURE: t 4 Comments Footings -------------------- - Piers — Monolithic Slab Reinforcement in Place The contractor is responsible for pro o 'ding protection from freezing r 48 hours following the placement of the concrete. Materials for this purpose on site. — Foundation/Wallpour Reinforcement in Place kLA Foundation Dampproofing Foundation /Waterproofing Type of Dampproofing/Waterproofing I 1 Footing Drain Dayiight or Sump Footing Drain Stone: T - 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfrll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueHemingway\BuiIding.Codes.Inspecti on.FORMSToundation Inspection Report.doc January 28,2003 � -/ ), (fV6 Foundation Inspection Report Office No. (518) 76]-8256 Date Inspection reque t received: Queensbury Building &Code Enforcement Arrive: am/p epart: m/pm 742 Bay Rd., Queensbury;NY 12804 Inspector's Initial . NAME: l� PERMIT#: LOCATION: INSPECT ON:7�2-- TYPE OF STRUCTURE: Comments N N/A otings 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/Wall.pour 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. LASueHenrngway\Building.Codes,InspectionTORMSToundation Inspection Report.doc January 28,2003 HAROLD BERGER CONSULTING ENGINEER P.O.BOX 513 CLIFTON PARK.NEW YORK 12065 (518)373-9860 May 5, 2005 Joel Clugstone, Building Inpector Town of Queensbury Building Dept. 742 Bay Road Queensbury, NY 12804 RE: McClellan Residence Lot #4, Lakewood Drive Dear Mr. Clugstone: On behalf of D.P. MIller & Associates the folllowing information is submitted, herewith, pertaining to the aforenoted residence: Design Loads: First Floor - 40 PSF (live load) Second Floor - 30 PSF (live load) Ground Snow Load - 70 PSF Roof Snwo Load - 50 PSF ( live load) Roof System - 90 MPH Wind Zone Also: All glazing shall be safety glazing in accordance with RCNYS section 308 and includes the window glazing in the master bath and second floor front bathroom areas. a 3/4 hour fire-rated access panel will be installed in the garage ceiling to accommodate the attic access into the area above the garage. An electric powered carbon monoxide detector with battery backup will be installed in the first floor hallway common with the master bedroom. Re ectf y, arol Berger, E. � a cc: D.P. MIller HAROLD BERGER CONSULTING ENGINEER RECD MAY 19 2005 P.O.BOX 513 CLIFTON PARK,NEW YORK 12065 (518)373-9860 May 17, 2005 Craig Brown, Zoning Administrator Town of Queensbury 742 Bay Road Queensbury, NY 12804 RE: McClellan Residence Lot #4, Lakewood Drive Dear Mr. Brown: Please accept this letter regarding the building height for this referenced project. The contractor will adjust the height of the backfill against the foundation wall, reduce the ridge height in the field during construction to insure the building does not exceed the maximum height of 28 feet as permitted by your zoning ordinance. I have reveiwed these modifications with the contractor and find them to be acceptable. The contractor will contact you directly once the rough framing is in place so you may field verify the building height. Thank you for your assistance. Resp ctful , Har d e ger P. cc: D.P. MIller 3 DOS-.mil Y Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 Data filename: C:\Documents and Settings\User\My Documents\Hammer\DR501 McCLELLAN\McClellan Energy.rck PROJECT TITLE: The McClellan Residence COUNTY: Saratoga STATE:New York HDD: 7244 t,>, CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.16 Ell DATE: 03/21/OS �r F DATE OF PLANS: 3/21/O5 PROJECT DESCRIPTION: Single Family Residence DESIGNEWCONTRACTOR: D.P. Miller Associates, Inc. 1 Design-Build Construction 15 Staulters Farm Road Ballston Spa,New York COMPLIANCE: Passes Maximum UA= 521 Your Home LJA=496 4.8%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 1681 38.0 0.0 50 Skylight 1: Wood Frame:Double Pane with Low-E 8 0.470 4 Wall 1:Wood Frame, 16" o.c. 1665 19.0 0.0 75 Window 1: Wood Frame:Double Pane with Low-E 395 0.350 138 Door 1:Glass 21 0.470 10 Wall 2:Wood Frame, 16"o.c. 1632 19.0 0.0 92 Window 2:Wood Frame:Double Pane with Low-E 107 0.350 37 Basement Wall 1: Solid Concrete or Masonry 1480 13.0 0.0 90 Wall height: 7.8' Depth below grade: 6.5' Insulation depth: 7.8' 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 requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Date AI D 6r-06RAPHIC DE✓ ISN CRI I RIA GROUND SNOW WIND - SPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM LOAD (MPH) CATEGOR* ' WEATHERING FROST LINE TERMITE 85 gO DEFAULT SITE SEVERE 4'-011 MIN SLIGHT TO CLASS D MODERATE CAL_ NA71 C i AN=N 6EC&RAFH I C i D J 16 N CR I TER I A SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD FLOOD DECA,r TEMP REQUIRED HAZARD NONE TO 1-E6 NO SL IGHT 4 LAKEWOOD DRIVE D.P. MILLER ASSOCIATES, INC. TOWN OF QUEENSBURY DESIGN-BUILD CONSTRUCTION COUNTY OF SARATOGA STATE OF NEW YORK 15 STAULTERS FARM ROAD, BALLSTON SPA, NEW YORK IDRII L 'HOLE 90 IN R K sue. i 100 T A LOT 2 ud -v-e sPideit I ' mp of, : e's' fences, etc., I im, i-j r r.s en t t h a t I h av e Pik.--1,- cosstf oo r-h o th e d i a gr Fom AEGRi 100 < P&opo.�� 86 iy()(J� o 80 70 84- 27-,700�sq. < IR' 0.64, acres CIRF Lklot'4\ 100.001) UTILITIES .57 7'fo W 1 .46 Lp 00�5 \LAKEW' ,OD DRIV CEI ED 80 . ........ TOWN OF QUEENSBURY BUILDING AND CODE MAP REFERENCE: LAKEWOOD SUBDIVISION SUNSOVAL, INC., OWNER & DEVELOPER DATED: SEPTEMBER 1, 1981 LAST REVISED: DECEMBER 15, 1981 BY: VAN DUSEN & STEVES LAND SURVEYORS �P GP DRILL HOLE IN ROCK dy, �0S jo LOT 3 LOT 2 LOT 4 27,700 sq.ft. s, 0.64 acres 0 CONCRETE FOUNDATION I R10 \ FN w L IRF \CP' m \ CIR \ IPF 100.001 UTILINf S =70 .51 6 N3 4°17'00,,W 107 .4 2000 '70 12 '?007'W O� �y 01. LAKEWOOD DRIVE DEC 1 6 20 05 C. s LEGEND: O CIRF = CAPPED IRON ROD FOUND O CIRS = CAPPED IRON ROD SET C OIPF = IRON PIPE FOUND 0135 �A Dates DECEMBER 4, ` ,BIAU7FIDRI7¢D ALIERATM OR ATM TO A SURVEY Scale 1'=30'a� u S' DO e� NAP BEARING A UCENSED LAW SURVEYORS SEAL IS A Map of a Survey made for M A7M OF SECHON 7M SUB-OIVISION 2.OF TIE NEw YORK STAIE EDUCAIM LAW "ONLY COPIES FROM THE ORIM&OF 7HIS SURVEY M M WIN AN ORM&OF,HE LMD SURVEYORS - V SEAL SN�`"�M,.BE M BE VALD 7RUE CORM* 4 6/28/05 FOUNDATION LOCATION 1 '` M�°" " 'T BRUCE & NANCY McCLELLAN 7HI$W O MAS PRACICE O ALVW SURVEYORS YOR THE Land Surveyors E> S FORS 3 12/13/04 PROPOSED HOUSE LOCATION BY 1hIE NEN YOKK SfA7E ASSOCIA710N OF PROFESSg1Al LAND E PERSON R OERIF7CATIONSURVE IS RUN A 2 7/6/04 PROPOSED HOUSE LOCATION �1 OF 1 m IIE PERSON FOR MOM THE slnYEr a PREPARIED.AND ON HIS OD MF TO DE ME COMPANY.OOV9RiMTITAL 169 Haviland Road Queensbury, New York 12804 AGENCY AM`NONQ*Mml10N USTEo NamIX AND Town of Queensbury, Warren County, New York 1 6/17/04 TOPOGRAPHY TO 7HE ASSOE SH E5 OF THE UDVM NMM* McCLELLAN (518) 792-8474 New York Lic. No. 50135 N0. DATE DESCRIPTION DWG. NO. 03294 227.18-1-22 19-1-63.6