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2005-619 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050619 Date Issued: Tuesday, July 06, 2010 This is to certify that work requested to be done as shown by Permit Number P20050619 has been completed. Location: 171 ASSEMBLY PT. Rd Tax Map Number. 523400-239-007-0001-033-000-0000 Owner. J. GARDNER & MARTHA HARRIS L.E. Applicant: J. GARDNER & MARTHA HARRIS L.E. This structure may be occupied as a: Residential Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, F Variance, or other issues and conditions as a result of approvals by the Director of Building& de E rcement 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: P20050619 Application Number. A20050619 Tax Map No: 523400-239-007-0001-033-000-0000 Permission is hereby granted to: J. GARDNER& MARTHA HARRIS L.E. For property located at: 171 ASSEMBLY PT. 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 ereto d and approved and in compliance with the NYS Uniform Building Codes and the Queensb Zo ' g Ordinance. Type of Constsucti Value Owner Address: J. R& MARTHA HARRIS HN HA IS &JOAN SHULTS Residential Addit' $40,000.00 Ca�er'��s ACQUEL RESTLE Total value $40,000.00 402 PARIS ILL Rd AUQUOIT, Y 13456-2110 Contractor o Name/Ad ess El al Inspection Agency Plans &Specifications 2005-619 760 SQ FT RESIDENTIAL A ITION $91.20 PERMIT FEE PAID- THIS PERMIT EXPIRES: Monday,June 01, 2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T wn o ee rye, sday,June 01, 2006 SIGNED BY �PV/ for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050619 Application Number. A20050619 Tax Map No: 523400-239-007-0001-033-000-0000 Permission is hereby granted to: J. GARDNER& MARTHA HARRIS L.E. For property located at: 171 ASSEMBLYPT. 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. Tyne of Construction Value Owner Address: J. GARDNER&MARTHA HARRIS $40,000.00 JOHN HARRIS &JOAN SHULTS Residential Addition JACQUELINE RESTLE Total Value $40,000.00 171 ASSEMBLY PT. Rd QUEENSBURY, NY 12804-0000 Contractor or Builders Name/ Address Electrical Inspection Agency Plans &Specifications 2005-619 760 SQ FT RESIDENTIAL ADDITION $91.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 01, 2007 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o ee bury; W%4t7,2006 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Principal Structure Building Permit Application Application & Plans subiect to review before issuance of a valid permit for constructi 91 _�1_41^1_ Instructions: A permit must be obtained before beginning construction. No inspections will be made til the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. 4S._. Applicant/Builder j o h. Ra r-I S Owner: L'e I n Pet rl f S Address: 1 f &55er-ibl y f f I� Address: !7 t Lt s s em d ij ,ef. Home Phone: f 1V45'4-35"s'F 3f5"-?97-KF i q, Home Phone: Email Address: fl a rr•-t i fe� d i-e 4 m c 4,aI-, Email Address: .... . :.. Cell Phone: 3t f-, 7 5'-,f Cell Phone: FAX Phone: FAX Phone: stir n 'A 7(105 Person responsible for supervision of work with respect to building and codes compliance:; Name: n Address: ahe ilz— Phone t Location of proposed construction: Lot No. Legal Address: 1 7 ( Q 5 S'.e AA Tax Map Number: 3 -i t "' 3 3 Subdivision Name: Estimated Cost of Construction: $ ys eee Proposed construction is for: ,Residential Use _Commercial Use Name of Business: If proposed construction is an addition, what will use of new addition be? ie- New Addition Alteration Proposed Construction 10 Floor 2^d floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.tt. Sq.Ft. Square feet Height Ft.8 in. 0 X ` Single-family Two.Famlly Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2, 3 Type of Heating System: Electric, `Gas, Wood, Forced Hot Air, Baseboard, Other: f 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 ssuance of your permit. )ecloration: Please sign below after you have carefully read the statement; o the best of my knowledge, the statements contained in the application, together with the plans and pecifications submitted, are a true and complete statement of all proposed work to be done on the described Dremises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the )roposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. urther, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance )eing issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a censed surveyor, drawn to scale, showing actual location of all ryew gonstructi n. )ate: -io Cr Applicant/Builder Signature: he application of dated is hereby approved and )ermission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set orth above. Date: Authorized Signature: \Sue Hemingway\Building.Permit.FOR MS\Principal Structure Permit Appiication.doc V;12/14/04 1 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart:lZ am/pm Date Inspection request received: Inspector's initials: 1 NAME: PERMIT#: t LOCATION: DATE: TYPE OF STRUCTURE: Comments: N N!A 4" Building Number Address visible from road Chimney Height/"B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs decks ios more than 30 inches above grade Guard at stairwell at 34 inches or more Guam at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Brad /Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen viaterfight Safety lain /W' dow in stairweft oafety glazing Interior Smoke Cytectors/C rbon 4onoxidt Detect Every level: Eve Bed m: Outside every bedroom ar a: Inter Connected: B. baccu : Attic access 30 inches 122 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, l .ft.-150 sq.ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draftstopping finished basement 1,000 s .ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler ` Relief Valves installed/Heat Trap/Water Tem 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches 'l/v Garage Floor Pitched Garaae fireproofing/%hour fire door/door closer Duct work Sealed propRrly Gas Logs in Sealed or Glass Enclose Final Electrical Final Survey Plot Plan Are fault Breaker in Bedrooms Flex Gas Pipe Bon( As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/® Temporary/Permanent LABuilding&Codes FormslBuilding&Codesllnspec ion ForrnsWesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 8/26/08 Queensbury Building.& Code Enforcement - Residential Final Inspection No. (518) 761-8256 Arrive: am/pm rt: 2-Sam/pm Date Inspection request received: _ Inspector's Initials: / NAME: e r(_ PERMIT#: ` LOCATION: DATE: TYPE OF STRUCTURE: 4 Comments: Y N A 4" Building Number Address visible from road ChimneyHeight/"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 Handrail 4 or more risers Guards at stairs deckspatios 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 �— tnterior/Exterior Railings 34 inches to 38 inches Deck Bracing I Handicamed Ramp Compliant eu4 f"Zr Grade awayfrom foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposedf regulator 18 inches above grade r .� Interior pri /trim/doors/main entrance 36 inches lr Bathroom/Kitchen waterti ht Safety glazing/Window in stairwells safety glazingl interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batte backup. �; f� � • Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access 1 sq.ft.-150 s .ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emeraency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area V� Fumace/Hot Water Heater operating Low water shut-off boiler ..� Relief Valves installed/Heat Tra Water Temp 110 Enclosed Stairs Sheebock Underside minimum%"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing /%hour fire door/door closer Duct work Sealed prop2rly Gas Loge in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built S is System/Sewer Dept. Inspection Sticker Site Plan I Variance required Flood Plain Certification,if re uired Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Forrn_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: 2 \Im am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials i� � hn . NAME: / rr'/ PERMIT #: a��� l LOCATION: / 7 / )h /INSPECT ON: A TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates ' Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size r Washing Machine Drain 2 inch minimum 1-5 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 V1 Air j Head 50 P.S.I for 15 minutes 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 to e COMMENTS: Q-- -3 LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 m&Whes /�so/off Rough lum ing i Insulation Insp ction Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:E' NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbinq Y Nail Plates Plumbing Ve Vents in Place inimum Drain Size Washing Machine Drain 2 inch minimum l 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 r 15 minutes Insulation sidential Check Commercial Check er V Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: � r LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 l - � l I( U � L)P / -/ G , I - Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p��m Depart: \ ' m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:L / NAME: ! S PERMIT#: �S LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum r^ Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and 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 � ��v��yc✓�v � o - ;� � C�Ca "y Framing/Firestopp?n,, Inspection Report Office No.(518)761-8256 Date Inspectjoniv Queensbury Building&Code Enforcement Arrive: �% e pm742 Bay Road,Queensbury,NY 12804 Inspector's Iz �� NAME: PERMIT#: �o LOCATION: a INSPECT ON: TYPE OF STRUCTURE: 'fFraming Y N A COMMENTS tic 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 $ 16D nails each side Draft stopping 1,000 sq.ft. floor trusses Anchor Bolts 6 ft.or less on center � - Ice and water shield ches from wall Fire separa on ,2,3 hour Fire wall 2, 3,4 hour Firestopping� Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade / / fl U�<k::>4JI T 7 "�-- �j l 6�ro Framing/Firestopping Inspection Report Office No.(518)761-8256 Date Inspection ve . Queensbury Building&Code Enforcement Arrive: e L re pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initi -z— a �� �� NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: �i Y 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 'lz w 16 gauge $ 16D nails each side Draft stopping 1,000 sq. ft. floor trusses �0 Anchor Bolts 6 ft. or less on center Ice and water shield 2 ches from wall �Q, Fire separation ,2,3 hour � � ""T� 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 Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No.(518)761-8256 Date Inspection�;;Vq�uest received: Queensbury Building&Code Enforcement Arrive: V0''am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: /2 PERMIT#: J ` " Iq LOCATION: rINSPECT ON: —7 4 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 Re' orcement in Place Doting Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 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:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 6-10 �-Kl Dhy 7 -Z ! - 06 Foundation Inspection Report Office No.(518)761-8256 Date Ins io uest received: -20 Queensbury Building&Code Enforcement Arrive: Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector' Initials. NAME: rriZ=h PERMIT#: LOCATION: INSPECT ON: 51E 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. Is for this p on site. Foundation Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 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 ff. L:\Building&Codes Fors\Building&Codes\lnspection Forms\Foundation inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date In t' request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's itials: NAME: PERMIT#: LOCATION: ,. . INSPECT ON: 7 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 f the concrete. Materials for this purpose on site. Foundation/Wallpour ,16,5 Reinforcement in Place ' V Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report 10 - 6�� w Office No. (518)761-8256 Date In�r"i est received: 7/1 Q Queensbury Building&Code Enforcement Arrive: am/p� Depart: am/pm742 Bay Rd.,Queensbury,NY 12804 Inspectals. NAME: ��`� PERMIT#: LOCATION:I'7) t INSPECT ON: v 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 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. U•biding&Codes Fonnsftiiding&Codes\Inspecbm F0rms\Foundat1on Inspection Report.doc Last printed 12/20/2005 9:24:00 AM • Permit# Permit Date REScheck Software Version 3.7 Release 1 b Compliance Certificate Project Title: J.G. Harris Report Date:01/11/06 Energy Code: 2000 IECC Location: Lake George,New York Construction Type: Single Family Glazing Area Percentage: 8% Heating Degree Days: 7377 Construction Site: Owner/Agent: Designer/Contractor: 171 Assembly Point Lake George,NY 12845 Permit#0"19 Compliance Passes Maximum UA: r Your Horne Uk 161 5.3%Better Than ..- Ceiling 1:Flat Ceiling or Scissor Truss: 760 38.0 0.5 23 North Wall:Wood Frame,16"o.c.: 266 19.0 1.1 14 Window C:Vinyl Frame:Double Pane: 8 0.350 3 Window D:Vinyl Frame:Double Pane: 9 0.350 3 Door 1:Solid: 20 0.350 7 South Wall:Wood Frame,16"o.c.: 266 19.0 0.9 14 Window G:Vinyl Frame:Double Pane: 6 0.350 2 Door 2:Solid: 20 0.350 7 East Wall:Wood Frame,16"o.c.: 140 19.0 1.1 7 Window A:Vinyl Frame:Double Pane: 10 0.350 4 Window B:Vinyl Frame:Double Pane: 10 0.350 4 West wall:Wood Frame, 16"o.c.: 140 19.0 1.1 7 Window F:Wood Frame:Double Pane: 11 0.350 4 Window E:Vinyl Frame:Double Pane: 9 0.350 3 Basement Wall 1:Solid Concrete or Masonry: 928 11.0 0.6 59 Compliance Statement Statement of Compliance:The proposed building design described here is consistent with the building Plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 3.7 Release 1 b and to comply with the mandatory requirements listed in the REScheck)fnspecUpn sCO(ecrklist. Builder/Designer Company Name e ,R AFT BY NON"COVIMS TLFE B. a r J.G.blarris a i U e z Page 1 Of 1 TOWN OF QUBENSBURY BUILDING & [� P},.OWN Ol N;, iTMENT Basaa if iw arrilrt, X41"Inatim, REVIEWED By'. 1lafit -ul WI'A" u1nment-'sfid notI>< +i, ri�7lc�itng theDATE—__ B Of MYOrk Statt 3015'OO MU11903H 8010313JO 3QiXONOVV NOSUVO 'd0NOV8 AU311d8 381SMN SH0103.130 3NOINS 11V -S13A3111d NO OMMNO0831N13811VHS SH010313Q 3NOWS 11V'1N3YUM HO W1130 oman1ONl 13A31 H0013 N0b3 NO ONV `SWOOH038 01 IN33df GV `SIIOOU038 ND Q381n038 38V S80133130 DOM 3 J.G. Harris 171 Assembly Point Road Lake George, NY 12845 General Floor Plan of planned bunk house 760 Sqft - -- - -- 20'-0" - 4'-7" — 10'-2" 5�-3" `� .•a-=3v ram•=r-s- czl e - - -- 19'-1" _ o io Bedroom Bedroom 2W.6'.A- 2r-3" 3r_8" -PZ-7" 1'-5 V - v 8'-4" - 6'-2" c9'-3" ca 3•-2" u� Storage 0 5r-9" 2'-4" . 3'-9" w ,--•� w w w � o N r = o o r' 4'-8" _ V 3 9" 0 6'-7" 2'-3" 3'i"0 p O N 5 G-x 6-8-6F a•.G'x 6'A'6F 6'-2" 3'-10" o - -- w 4, A Master bedroom Up 42"W R x 10.00 rn -UP-- o - 4'-3" 42"W 13R x 10.00 o 5'-3" 8'-11" 5'40" 20'—Orr T-8" - -- 9r-7" 2'-2" - _ 19'-5" - General design loads 90 Wind 70 Ground snow load Floor loads 40 psf of NEW yo Sleeping and storage 30 psf ��Poj.� �' Ac�� 9, � v JA '�• F 0 R6 ro �pAOFESSIONP�" i Existing (no change) John Harris 171 Assembly Point Rd Lake George, NY Front elevation Neer/replacement of NEW Y ��PO�N G Ygc�i O,Q �690 D pROFESS��NP� Right Eievation OF N'EW yo S. YACtfjyy 0696 �Pv PROFESS�O Existing section (no changes) Existing section (no changes) New/replacement Rear elevation of NEw t.A y O 069615 ppO ESSION��