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2005-511 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. P20050511 Date Issued: Tuesday, June 27, 2006 This is to certify that work requested to be done as shown by Permit Number P20050511 has been completed. Tax Map Number. 523400-316-006-0001-013-000-0000 Location: 11 ARBERGER Dr Owner. JACK ARBERGER JR Applicant: JACK ARBERGER JR This structure may be occupied as a: Single Family Dwelling By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the (-: property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement 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: P20050511 Application Number: A20050511 Tax Map No: 523400-316-006-0001-013-000-0000 Permission is hereby granted to: JACK ARBERCTER JR For property located at: I I ARBERGER Dr 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: JACK ARBERGER JR Single Family Dwelling $150,000.00 11 ARBERGER Dr Total value QUEENSBURY, NY 12804-0000 $150,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-511 1152 SQ FT SINGLE FAMILY DWELLING $138.24 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, August 08, 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 Town o u bury; o y u ust 08, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement �fk ot— v JATE)� Vi 1 wy Zoatng On*wnce Last Revised March 26.2002 SETBACKS FOR WA TERFR (S££ WA7FRFRaVT R£.57L)£NAAL ZaV£S S£CTJANS I79-4-oa) U' I T YARD AT ROAD- 30' SETBAK • i EL _ J� �L _ Jrs J!D rzL_ _ J In r� n L _. _ J n Fx SHOREIJNE FOR VA-IA,"V FOR VA-3A OR AVERAGE SETBACK OF THE TWO ADJACEN HDUSES %*H VER IS OREA LOT W07H 0-50' >50 S 60. >60'AND d50' 150'AAm GiR£Al£R 1 f--v e<LJ PAWAN Or 5£tbtAtXS AS 3pTC V XV IV AdSOWBW rW N4lE7d RMr L075 THE m.aax r o. VW� u¢aiaej" fi�rJ,�, ra,a�..e.as ro x>s <. a )a.->o.o ZONING ORDINANCE FIG. 2; COMP IES Qh°n � TOWN OF OUEENSBURY ►.rY.MY�12065 ft.c (sW sn-otm FIGURE 2 t/Ta/oI °y��n= 35998 00 WO OFr wumcw coUNn Nn+VM 51 A Job Site Ad&ess: r �/i�. AJ Date: Owner: Q C P r-, Application No. File No. �s s < Building Permit — Calculation Sheet R. D Natural Light, Ventilation & Emergency Egress RequiiR&Qg- Habitable Area of Req.Light Actual Req.Vent Actual Sq.Ft. ���tnrks Room Room 8%of Room Light 4%of Room Vent Opening for UR`( in Area Square Area Square Egress ( ' Square Footage Footage BUS , ^i,OJDE Feet t7UJ� U qz 64� rrs5 �- ,-ass dui- o:f .�� / i'S3 / nC �—7 �j •� 1 LI- � -rlss —c-�c�u� r,,t I i f1 I L:\SueHemingway\Building.Permit.FORMS\Nat.Light.Ventil.Calculation.Sheet.doc Check Residential Plan Review: One& Two Family Dwellings N/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door -, Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. t rt Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK mhDampproofmg/Waterproofing Materials On Plans l Foundation Drainage On Plans,if required ` 6"Drop in 10'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8' All Stairs 36"Width Stair Run and Rise -- A_ �2 } Winder Run and Rise Spiral Not Allowed From 2 Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. t 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 r-- Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access i Carbon Monoxide Detector Lowest Sleeping Level Soil'Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed 1 Application for Permit--Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (S18) 761-82S6 I. OWNER INFORMATION: .,..,..,...........,. Location of installation: _l t f �............._.....'.....,..............._...._Office Use...�........,.......,,..,. ., File Permit No.� `J 4 Tax Map No. _�/(�_/,-/3 ! I Owner's Name: Fee Paid .,i Jg,' .........................................,,.-.................................... ..•.....•.......... Address: z e��, 2. INSTALLER'S NAME PHONE NO. 3. 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. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gandrm = 1980- 1991 x 130 gaUbdrm = 1991-present _3 x 110 gal/bdrm = Garbage Grinder Installed yes_ / no K Spa or Hot Tub Installed yes .i no TOWS 4: PARCEL INFORMATION: (circle applicable information&indicate measuremen 5OLD:,N4 ` 'S� y ta}-o v�1 C_0DE. T oil Nature Ground Water Bedrock or 1=ervious Material Domestic Water SupRly la s n at what depth at what depth munici a olling Nuffm feet feet well Steep slope clay if well; water supply slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: gym', i 2 5 minute per inch .S,-ee -at _L P/QH- 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: lo o a gallon(min. size 1,000 gal.) ems: Tile Field: each trench ,r fl. Total System Length:_� fiop Seepage Pit(s): number of-..: * size of each: fi. by ft. Size/9f 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 /TOTA T 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 Queensb Sanitary Sewage Disposal Ordinance. c� - d5; ig a u e of&sponsible person Date Permit No-( Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid _L)) R 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 Application & Plans subiect to review before issuance of a valid permit for construction. 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. Applicant/Builder < oC Owner: Address: Address: 2 T � r Home Phone: 31W7 Home Phone: Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: - t�,e 4, -r Address: Phoned 4 Location of proposed construction: Lot No. Legal Address: Pl . Tax Map Number: 00 Subdivision Name: Estimated Cost of Construction: $ �II 7b G�� S e�cx Proposed construction is for: 4Residential Use _Commercial Use Y� Name of Business: ' ED If proposed construction is an addition,what will use of new addition be? New Addition Alteration Proposed Construction 110 Floor 2nd fl11111V1VN tbtlbeV N' y Proposed structure (Occupancy Type) Sq. Ft. sq.ff BUIL k#tlf;;F9A,b (39are feet Height _._.._ Ft.&in. Single-Family Dwellin -<2- Two-Familly Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2, 3 Type of Heating System: Electric, OI Gas, Wood, Forced Hot Air, Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. _Yes _No 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 a Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of a ew constru i n. Date: o i Applicant/Builder Signature: �� - 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. i Date: 0 kvof Authorized Signature( _ L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Queensbury Building & Code Enforcement - Res' ti IPnal Inspection Officc.No. (518)761-8256 Arrive: art: am/pm Date Inspection request received: Inspector's Initia I'' NAME: IT#: � LOCATION: ATE: TYPE OF STRUC URE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent throu h roof minimum 6 inches Roof Complete/Exterior Finish Com fete 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 safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batterybackup: 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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/:"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 requiredUL.11 Flood Plain CertjA6tionjLrequired Okay to issu / /O Temporary/Permanent k>�\-w V�3 H���. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc lwl,-� /f/1(1,NLr1 of Queensbury Building & Code Enforcement Resid 'al Final Inspection Office No. (518)761-8256 Arrive: - art Date Inspection request received: — Inspector's In' als: NAME: f RMIT#: LOCATION: C ii DATE: > , TYPE OF STRUCTURE: Comments Yes No N/A 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 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 safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery 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 Tern 110 Enclosed Stairs Sheetrock Underside minimum%:"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 Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent L:\Building&Codes Forms\Building& pection Forms\Residential Final Inspection Form revised 100405.doc Queensbury Building & Code Enforcement - Residential Final Inspection _ Office No.(518)761-8256 Arrive: !d am/ Depart: _ am/pm f ly LJ !r Date Inspection request received: * O Inspector's Initials: NAME: -,�a A bve -j° PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: ✓�`�� Comments Yes No N/A / Building Number/Address visible from road Chimney Height/ B Vent/Direct Vent Location Fresh Air Intake �, ' - 3 3 � 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 L Guard at stairwell at 34 inches or more Vim " }t 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 l Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector ! `n J l� c !�✓ 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 �r—7 Floor truss,draft stopping stoppi;g finished basement 1,000 s .ft. /t I Emergency egress below grade // D Gas Furnace shut-off within 30 feet or within line of site ,i,q/r f� ,/►t^�cf /cam 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/3/4 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 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Fonms\Residential Final Inspection Form revised 100405.doc 6 - lv 6 y- ®( Queensbury Building & Code Enforcement - Residential Final Inspection c�v U Office No.(518)761-8256 Arrive: am/ Depart: . pm Date Inspection request received: _ Inspector's Initials: NAME: rPERMIT#: LOCATION: c- fi'1i DATE: TYPE OF STRUCTURE: 'eC Comments Yes No N/A Building Number/Address visible from road � Chimney �-q Height/"B"Vent/Direct Vent Location , ��. Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches 3—7 3 Z Roof Complete/Exterior Finish Complete Platform at all exterior doors �� be— )e-,l Guards at stairs,decks, atios more than 30 inches above ade J K Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall �C-�� �� - ^'" Interior/Exterior Railings 34 inches to 38 inches �' 5 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 safety glazing1��� ` 1 r=--t ✓�- {^- Interior Smoke Detectors: Every level: Every Bedroom: ���Outside every bedroom area: l! Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area ^7 Crawl Spaces 18 inch x 24 inch access, 1 s . ft.-150 s .ft.vents p Bathroom Fans,if no window Plumbing fixtures Foundation insulation C 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 �7 Low water shut-off boilerL— Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum f a: L� Basement stairs closed rise>4 inches l (� r—mow"" Garage Floor Pitched ; � t Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properlyC 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[Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: -Yarn/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: i sa AN, NAME: PERMIT #: CEO —j J LOCATION: _ INSPECT ON: TYPE OF STRUCTURE: �kp PVC: R-1,R-2,R-3,R4 Drain/Vents Y N N/A ) -3 Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and 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,Pez One and Two-Family -� 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: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:In-ko7j4m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials NAME: "1 ' �-1; PERMIT#: � LOCATION: --d INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properlyV�- 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/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 'ze Ice and water shield 24 inches from wall 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 1/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 r Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: t am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: /—W 'r NAME: PERMIT#: LOCATION: INSPECT ON: ( itv TYPE OF STRUCTURE: 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 '/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 1/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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: 110 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:;_ "T'� NAME: PERMIT #: LOCATION: t� ��?r' - INSPECT ON: TYPE OF STRUCTURE: et\ .01 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 50 P.S. 5 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 tape Kv COMMENTS: __ _----._--- -- LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: ,2-- / L' Queensbury Building & Code Enforcement Arrive: am/pm Depart: C am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �' �'� r, l� ° '` PERMIT #: ���� LOCATION: ` INSPECT ON:/ t�q % 2�10 TYPE OF STRUCTURE: ? —lam Y N/A Rough PI Nail Plates I p� lumbin 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 S »LY Piping �. 5 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 tape COMMENTS: LAPam Whiting\Building&Codesllnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 low Septic Inspection Report Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Ile art: a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT NO.: V LOCATION: INSPECT ON: _ —mil RECHECK: _ � �n �T Soil T Comments and/or diagram e: / o la Type of Water: unici /Well Water Waterline separation distance Well separation distance $, Other wells: Absorption Field: Total length ft. Length of each trench ft. Depth of trenches 2 ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank ` IV Tank to Distribution Box t Distribution Box t ield/Pit Open' g Sealed: /Part' End Caps f Location/Separations Foundation to tank ft. Foundation to absorption 1- E ft. Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y N P Location of System Property: Front fRear),Left Side Right Side MiddlZFro 'Middle Rear S stem Use S An Partial Approved and needs to be re-inspected,please call the Building& Codes Office Disapproved Last revised 1/6/O5 �� /J Foundation Inspection Report 1 p P �y Office No. (518) 761-8256 Date InspecVedQueensbury Building &Code Enforcement Arrive: Depart: v` m742 Bay Rd., Queensbury, NY 12804 Inspector's NAME:LOCATION: �( TYPE OF STRUCTURE: Comments Y N NIA c Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezin for 48 hours following the place ent of the concrete. Materials for this purpose on ite. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing T 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. I.:\SueHentingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 lollque Fram: kick boehlert 7Ul wi —'r- r• • -- ' fQuote No. 34519 si-O ■ Sj lNC Customer No. lOWque ROOF&FLOOR TRUSSES•CUSTOM STAIRS&STAIR PARTS NEW HARTFORD,NY - ORWIGSBURG,PA Seneca Turnpike• PO Box 560• New Hartiord.NY 13413 Stair Quote 1-800-366-7562• Fax(315)732-5315 Quote To: Job Name: Lowes Home Center641 JACK ARBERGER 251 Quaker Rd Queensbury; Glen Falls NY 12804 Phone: (518) 798- 9050 Fax: (518) 798- 9793 Stair Location in Building: Attn: MICK CELESTE Day: Th Quof$Batecad untaf ' �eacl T#me �4/412005 1 5/4/2005 1 Week- 10 Days Net 10 Days Our Truck Dealer Yard Pr#rckfse C7rder N uiiTtaer OutsJdSaJes 1$p t4s f Steve Spudie Rick Boehlert Rise and Run Wail Lenath 12 risers at 8"4116 =8' 3" 0116 Total Rise Left Wall: 8' 6" 0116 11 treads at 9"0/16 =8' 3" 0/16 +3 " (for clearance) = 8' 6" 0/16 Total Run Right Wall: 8' 6" 0/16 Width Overstringer Width:36" 0116 -0" =36" 0116 +0"0116 (wall detail)= 36" 0116 Measurement Type: Exact Stringer Open Stringer Location: None StrG#x=)te�nCity #tQrrr'Aluniksc l�sctlpton` ( Cs+st£I�1$e,a �37 t�t111P[t�g. ;rehi[�si1?kre 1 1 STAIRS12 12R Boxed 0.00 0.00 12 MAT401 Str; Trd:#2SYP Ris:#28YPICDX 11.87 142.44 12 RISERS 12 risers at 8" 4/16= 8' 3"0/16 0.00 0.00 11 TREADS 11 treads at 9"0/16= 8' 3"0/16 0.00 0.00 1 WIDTH 36" 0116 Width Over Stringer 0.00 0.00 Notes: *NEEDS APPROVALS* FAX 3/30/05 Must have written PO �OOa a-11 13:43 z1?'d?9b 1452-COMMERCe,�iir05AMRzaa p.P2 4X56 r MiTak Industries,lnc_ 14516 Noah outer Forty Drive suite 300 Chesterfelci,M C 63417-5746 Telephone Vk,134-1200 Re: 303431 Fax 314143&5343 JACK ARBERGI;R The gross dratim:,(s)rcdcrcnccd below have been prepared by MiTck Industries:Inc.under my direct supervision based on tlic psrautcters pro'c ided by S R Sloan,lnc.. Pages or sheets covered by this vnl: 18124697 tlmi 18124698 My liftase ream-tl date for the state Y cxk is hate 30.2005. REEVED JUL 0 8 Z005 TOWN OF BUILDING ANDCODE Y OV NSyv F O GAJ�C�9 L (� r tit C4 ctti�QQ tip•Q3fld�,, tom _ RoFess►o ~ A4617.2095 arcia_Juan The seW cm these drawings Indic to acceprance of pTofcssiontl engineering responsibility solely for the truss componeats sho«it. 'ihe suitsbility and rise of this cornponeut for any particular buildiac is the responsibility of the bLildiug designer,per NSUT1'1-21H)Z Chapter 2. ZUU5-U4-11 13:42 51�8-P79�ii1gQ�9b 1452-COMMERCE-41-o!$kbf Pzm p.F3 1156 'P�a: loaque JACK AREEXG_1F ;�` rrors TrvsE yea t81^ 3pda2t �6t GASi= JOG ftatc*anc'.(aaSa saG $.R.Slmft,tk'e:tK90W0 MY13A1J 82�5A15t':7 MI'feX7^quEVf85.!T•YveGACf651d:45:45.L�Q.S 1.1C 11l�� M_A d a xr r' 10 i . ;5 � `ram.-' `..'--•••� -(_ .1 . T' yy= 27 21 m 22 21 20 72 t6 17 16 osn= b43= ➢1te0:5-�ts X,•!;: 21V•3G.C•G-0� _ .. - LOAt))NG(p.°Ti ( SPACRtG 1.4.0 G9 om n tbc) wee Lk1 PLATES GRIP TCLL A9.i) Pl,,=lmofd�, 115 TC 0.13 Ver'z(LL) -6.OG 15 nif 12-3 i.1T2G 12711,4K t;rcuru$nirh-0.0) L Aber(wcer-%7 115 sc DO VarttTL) -0.00 15 n!r 120 !iep ]LX Y!s 4m O.04 Hoq(TL) 0.00 14 R`2 ME Gods: !6=(VAfa95 (t•,tatrx7 _ V*t2fA:931G LUMBER sRAdNa TOP 040f:•^- ?X`S't"Na] TOP OiO?'v Saea(ned a S 0 0 or,p fires. 30T r$-"") 2 x c Sax Nc 7 80r CHORD Rigid crTmg directly so0tied or 10-0.0 cc W46rig- C7H;�S 2 X a SFF Stud i REACTIOttb (tt=-e =-1rra.a.�.14 17?r4 a 0.22=t Lei 0. =1 t51Za�(13.'4=1'r6na(A. 1idd2=4 0.2f�1TA24 27=UJ'24-u•20-176t!4-4-U,t1�17G(2(.-<-Lt.19=1?fzc•:�G.17=17'(.^�•4•G.li�t9?12&•1-0 ' trig 060=940;)d Case 7) Max U;)IdU=-46(toad case 7).16=-630osd cege 8). Mea mac:-4t(toac case 7).7.5 pnal:ew 7). of t).zTxicext :7.ze-slnatr 5,.,15+o?1Wad�Ez E},tE 80tk7A Cx E$), 11-64(t`-so aase e),t6-:.a(WG o"M) t�ex�'rsfi.^•7dC,(tq:Ad(;;>662i.14#24SN)ad CUe S),M_165`ztoad:•a-a 7).2 _.,3_(foad oase Z.•_'j=ss-0Ojbai rye{l, 23='U2t'kd c mac 2i,X--24Lk baa cast)).'27=247(ira caK 2).'V 2.`Ilmd care 3).19r-2140(bad case I tu=212:���!3).17�KKMad caze 3).Nr=2ti7t(oad case 3) FORCES (IN-kiUmlrrh CornpfmiorA bxir,n Tsrsion TC-fir 1-?=C;a4.2•3=-S°Q t.3-#ZW,4.-521, rs6=,52 .0.7 .F1:113;7 E=55:t29.3•9--Sy173.c.tf3 S,i9t, 30T--HOr0 2.27=0+r9.26-2rVY.:3.25. /5.2d•7`-tW9,23.2E-.7r19.27.23-rd79.21.r_tlrg.2G21--WS.1S-20--WS.18-1�GT9 1T i8--oi7S,t6.1;_p1 9,1&15=QJ7S I v�EBS a 22=7 >7,7-2--226r3,E 2G.2t3/7Q 25-71 Sf7d,d.2,5s.?t?lF.>?7-.z i t A,a.30=1�Cv?2 ifi 1>k 21 tiro, i t.1F•:-71`.+74,17.17=21�;t,13.13=-221J7 i !COTES . 01F N c w t 1i lYmd:aSCE 71r 1;120rn�y1;n adt:YC(JL-a.2I;(3C0L-9.ODgt;calGry u;I;fp b;encttc AawFS S D25te end zorre;cart3eveY I�t and GA>?L`i�(� ngm 64We0:alto VW40at teat and(mm:.>roa<ad:Lumber G m COL-i.6ate Sim D0=1_GU. 2) Tru6s designed i1r wind locos i1 tt E pleat o tl;e lruNs 0n1y xnr 1f ns r vvazt ro-Are o%om- i rn tan:aSv j,sce mfTgV5Wrdard Ciat* i Es d DmiC Yr YCLL:,r, f-a6:➢q=T0.0 pet(4rouno ar o*Y, C 43"tI:Ezp e:Paribay eq.:Ct-1 f„ A)US1G31a'ffYad Snow logos Have teen r pn od fOf 0'4 6.6-. L . 5)This,trine flow 8 t-r:de ttQnd for orr�w of m:n mf A*Toad rr019,0&aFor 1.W fir%%flat rcuf IoaS of•o.0 psf cn overhangs rn i tti rhee�.mnr7}rTC�:+ir1N n(ir_•r Eve Sr�r � i�, ..Yy-yC ,��' 6)frm trues rk*Deen uesgned Aar 3 10.0 psi boa m omj We lo9d oG,=ncucer.[unto rfr:y 031ef I e t08P^. tS 7)all��zts2x4 MT20 tm( `attmrvrfs a tee c '�'0 080p9� ti`� 5)c�.1'-to fcq-jirw cm,,inox*:etm--v.«d tWft'-Q, Alv 61 C-AVc-Amd-.*p;=O gi 2-0-1 cc. R�fi�sS;0�14� Caxat ad on page ._ __ __. ....._... .. April 7 200 e�+rABtnA+b•maa(Wdz'�fpn➢nroweeozenarRsaewDftssr rffisa'mc+rczus�enrr_•xrraar�vcsms�.v-xra6tfaYs(T.L ++E`s 1,t R.1�, M ✓. :-=u rct [•:=...i:-.>LcR.:s`:=sx:.�t Ce[c:.k! , .:•+• .:i':;.«•.!^..;<�:a,!�-�^_"%:tr:.tllrt'ie!ce try�:^ am>A -}... . r"-�a.a:re C.edta6 n•-��..;p5. c11110630t7 =i�:'e'•:J,.11'tiaf)::_+.\+�:nr!r..ci rtc :.esr::r:aX.Y�::+•'.:.-�F�!::r_A:[ete2r'L G'-w___ •:.�_..:ri�•Y%;a:er.+xnct 5}�M.L+'C•..>:{'.'I-.r;'�:1:.'!.._::N:t'i T�i� XS4Y+W�!C.^.:,L 3(f1C':1`� _YG._I'r.Atw Yf,<' �T�'�I .::,. ;,N.~:,+u::m�.:.r.aarn.. .:. :. zp:vz.••'.r;3=-_v.n:,s:,*r.r.'...-n:.,...:.�:.::M�.,x-s eo.x-:7��[:e"•s Mfbk �'y� ..x...'. .ti--:I'r'3!"-'='.='^''�'`.• v:r,-:1:;r:Y7:•2U'•_GC(":--«CGS. ANS.n'11 C.�Y M.,D.2dS C1a 8C91 E.+MwR Cwn�ed rOfOfy Fnram.okon .,.v..rat=^T, �...�:C'1'�?:.".'<<.•i•.♦.vn•irrw,..c.;37:99:vy:'. )1��/l1 2005-04-11 13:42 5 From: o� il_o18-p7 Q?9b 1452-COMMERCr1�a-p5glkQ2am js.FS 3$$6 i�: lawgae ,1Dt rrU55 - '----1711=tTypE (QN 13i .fltLK fR�chtf:cR .. _ j :AtA9• Tt ^tn7EAQ} IM S.N.3ban.Nec'it:r r�i.f� t:sat9 .'00;1nar 5 ZOOo Wtiek k:dyshie:,hx.wed gPID6 tt:45:4-20 Pagz t -7-(ytl, p.L7A r.'.l^.•9 _. l .:.174t-Z 214-9 �L 4-4 4 uuFi 8.2-tC 7$2 _-- _ 19.15 l_aum--(c q - _ se'nara� ,.11 G est DEFL ;n floc.) irpap Lid PLATES GFdF TCLL 44 n ?fates)ncrease "-15 i� ON VRrt(LL) -0.12 10 AgO 240 3dTiO 1Q71144 �(frour-0 Sno ,,J•� 'TCiLvn. 7.g L41.:II7Gf t.1fY.:D:� 115 CIO0.66 1l2.µ+L) -0.24 E-i0 %S•:'? 19t) i Rep S•xe-a Mr YES N� rr s0 (?Gr2(TL) 0.08 5 rva va 1 SG.I a n Cede i6t�MANSIO (Simoged) V t*L 82 m 'eC^7E 1J?.0 i _ LUMBER BRACING CP q"IORG' 2 X d IPF.Na TOP(�}•IGLRJ S.ie&ed or 2-11-e oc DuAkis. POT;�Ri•2 X 4 8FF Nil7 UO_CHOP-' Pigid cedmp ditfac.y apPL-d or 9-0-4 oil bracing. DES 2 X d v F aJd REACTIONS (lbisize) 2=11410-5-E,6=ii4JO5-a Max H=2=�94(}cad case 7) Nsx Wc12=2s.tWcese r').1-29t(ioad case e) Fax C/m2=•1%..J'(bad rase 21,6=t38Nio?,?case 3) FORCES 0b)•MW.jrnutlti to rnprWstonAAzr rnum TL r-ix TQe',OiGRC t-2--iY?0.2�=••?�t&<77.�-h--1504r:,8:,cr>z.,1Ke;'if±�1,0.f>.tjt!i:a:7(?-ix.1:v BOT CNORO 2=4 40Fs'1� .Ca 90=2fQ/12iG,B Sk2CWJ1210,6 8=-31U1`$Y tNE S 71•10•:•,:,r .-1n=-1a(r;ee,ae:-l42gnga. 8=.fir za6 NOTES ;);Miad'ASCE i-9?:12C•m n:tw23f.TCDL 1.2*i3COL-6-00tr Cfttgory n:(XP 0:e,;t�•a;MWr; cgabtg coil tone.cargf&mr 612 add rW—,mmsw:and.,,emcal lar ana r4m eYWsed:Lumw 06L=1.60 Fla o wio DUL=t.00. i)TCLL"ACCE 796;?rp 0.0 Psf(pra.Mtc srtwr):Pr'-4t#0 C9i(Se:rwr s+xa++):C:a:eEory t:".hl^.,0:AanEpy F1r(.:rZr �::Jx»tsac snow brads'*-c been wnsdered for mis 6-o- a)Tr 4 tA+t•-has(x_n desivnad for presw of nun roof gve luac ur 19.0 A;f or i.w Dmes nac row Ww ut 49"0 yxsr or aftrhanp; , nw.-cc lcurrent oath otner 7Je toaCE. 5)P4 T uss hae besi designed for a 10.0 pw bottom chora kw wart nonwncur-r. Uatar-rRw „aads 9'i P,7Ade-..Mhar.•rcal connexion(W athers)orA1.3�ro SeM;rle rsrc r7 ,lc<ir w rrk rtMnr,?9t tL rr"r3 rr!oN 2 and 201 lb 0PW,ai joi-, GAP 0 LOAD CASES)3:•?tx:ad +r Yr 0 • ;t! fiy vp.3 Q sad �6 4Faag� �c� j��>_s8'.O�A -- - - Amil 7,200 ''/.z7ruv�Yi:-Ywjry r4�rtpoJnmexia°e.d'J:P4D Yvlse CeJ i:lcswtia e-+[Ysu ao ivr>•x iM?VUVC&Max ow 7,j73 aw*m ruse .+:•n:11SY.:'.�.��r..:.r.4L::1:.N••.Y,:�Y_1f pia:Jb�::r`:�iJfLG=•1:341:,.`=.n/..C-�Y:wit%�•e�:::i:':hT�J'_:`.•'.':'/�.fvft. �MA�QO '-•^"L^.lfiYG(•:!:nrS.:l'ex`."::Ao1.:toJ :.�rY"J.':CM.•t•�:C,T�:i+Y:Ih:Y�'1r:'.'.;1•'!:.':•cif✓j.'1'.4j.--...:::.6sIda iY2Jrr'r.lY.a4Y'?s.�•cr. OWlw67d.A9 B7017 kt�%.�R".7'::�."?::}v.,^.^+,y:Jlt.•:th:->i L1LY:cf:v.:.7+JIL%..�.:!:`i•:^w•.::J!•:`••.i�.rf.I C': .v':a':Y.�i,`.. :�;;.'+:ti•:Gl���xir GJr•" :.r ne -rw.�_�.?.:y:.1.?e+rr.•ee,etrt�.:tt5_..i•..:e..,...i.m..:-r�er>:.ieR�+t'�^:z.D-_,�Sr;.•�r..syC_r`r:rr.:dy�•,� ":o- S"�i:•:d',^:�(!.:YIY.',a=:ray:. ..-w c�::�:r^_'[-•�az,=c^:.JC EF1W�ti Qudlr Qio..a.D3-J ana Y-a1 kM dery ra°.n'+aa.,::..:a,",;ne•rt:ni::�:.i':a!e r_r:t_,3^•.::-+r>:i.F.::..��r.. ... abaci Eanponenr MiTekb . Symbols Numbering System General Safety Notes !P PLATE LOCATION AND ORIENTATION Fallure to Follow Could Cause Property 5I' °Cenret PICle 00..101nl Lniessx.Y Damage Or,PerS011QI Injury offsets are Inalcated. `+-4-8 aiirtremlo.qi inosrin in(14rrs!.deerdhs s Uirnension s are in flan•siscie•erths• h, Apply poles to oolh sides of Truss � i. AddBlcncl slobi!ily ksracing for iniss system,o.p. t>:( and s:>curely seat. dagonal cr kb'c�-Ing.is ah•/aiys required. See 3CSI1. .cs 17 .9. waver exceed the clejoi-!oarirsg shown andnever 0- t „a i 2 3 stcrk malericsls o'1 inadequately oroced trusses. .!, TOP CHORDS +rE+ -i•x ',:. a Provide copies of this truss dejlgei IQ the buildrip desgnri6 ere:Ilon supervisor,properly ewneT aid vEss I oil other fn:0resedpctilies• LU R F 4 d yFor d x 2 adentalion,locale sM1 ` O it. Cut n-embeis to bear lightly egoirvt each oihe,. g 0 w g O pintas 0- u:from outsido c ` 9:ilre of ' c� 5. R. plates on each lace of buss of eo(1) U mass. >. c. O otni aid embed fully.lnois andavcne al joint N IscnoAtt Holes occv!ons cre re2dafed by ANSIMiI. 'IT-ils symbol indicates tiie g r 6 5 6. Cesit;n assvnes'n ssos miff W sullci'Y pl'olecled frcrn r- req-4redd!rection of slots•rs the enviiorriieril in cc ccadxvith ANSUTPI1. Curflectot ptUles• °Plate location details ar/diabte in MITek 2012D 7. Urtess otherwise noted,rndslure content of lijabor software or upon request, shc-tl rol exceed 197 of time of fciUcafion. (Q JOtNTS ARE E IRU RALLY NUMUER THE CLdCtc 10 ess ex�.r ly note !Ys des�n k not appi_oble for O• kROUND THE TRUSS STAY,TiNO A7171E�Ott1T rAR7ttt!ST lO F. UI7• �.r65;1 t :r i = THE LeFT. use WIM Ire re ordanl cr.weserval!ve Neatedi,xi-ber, OL, PLATE SIZE CHORDS AND WE35 ARE IhEtinfleD AY M JOINT y, Ccimbo is IN-, `Q ,{ The i its I dhhiension is the,vs:ih NUMBERSAMEIT5. lesponsib3ily of puss f ricator.Geri praciice is t;� 4 �( 1( paiensio!culor lengIIipar�d cornterfcrdsa:loodd01lecfion. climensron is the ren:2fl7 paralel Xl to sic>ts. IO.flof a:ype,size,cr:eniatim chid Ioceficn din'-ers!ons r'o LATERAL BRACING CONNECTOR PLATE CODE APPROVALS stiown hxVrale nilrlmurh riding rectuliements, h 1.Lumbe,used shoal be of the v,)ecies exid Sl7.e,and ;ndical�rcl by syn s:fJ.?-own ondro, BOLA 96-31.95•43,S 6•20-r.96 67,r34••32 in call inspects,iqucl fo or belfer Ihon fhJl by text 'sn the bsc►cing section of the sp�-IbFd. oulpui. We 1•sor Himinotor bracirya rot c� as'�2.s2a.s.53F r,:+,ar 1f indica'ttd• 12,Too chords anal t e sheo•hed o•pudir., provided of SBCCI 9G67,9730,9c��AB.9J 1.9•taiA soaclnCa sh�vn7 on aesign. BEARiP1Cr 13.8cllom chords uoquhe Ioleroi oracin acing, 1 got ir?1f.yp Indicotes location rwhere bocrngs or less.if nc ci9MriC=s tnslcs119d.unless olhetw1w nosed. J i sua,r ons)ec�'.c ic-on Les loinfut 54.Co�tnecilais nol.iflown are the resporssibiilb of others. numbei)nhe:a nec,Tings occur. D . 5.Do nit ct;t cr altar(cuss n1embo:or[:tote vrilh�u.: ?riot cpprovat of a Professional enolnew. industry Standards: NMI 16.+ns'all rind load vertically unless inoicol ed olie,,A&. F.iJSIi F11'. (National twin Spec:fk alion lot 1,4--rcl Mal If&Fk Plate or-hecledWood Truss Cons'ruclion• DSfb Design Slano:,rd toi'Drocing. 1 BCSiI: 31.1ictna C aTiponanl Solely Intorrriak'n, j GU:dc•to GoDc i'(0clicefo(I-.andling. Insta'1Tig s,Bracing of Nle!cl Dlalc - �, Connoted Ysroodlrussei• Milek Engiaas;ing Refeence Sheet:Nil-7479 6 2M4 MOW .r. r. To: lowque From: !tick rioehlerC y uv vi -- Quote No. 34519 S ■ R .S INC Customer No. IoWque ROOF&FLOOR TRUSSES-CUSTOM STAIRS&STAIR PARTS NEW HARTFORD,NY - ORWIGSBURG,PA Seneca Turnpike-P(_1 Box 560-New Hartford.NY 13413 Stair Quote ote 1-800-366-7562-Fax(315)732-5315 Quote To: Job Name: Lowes Home Center641 JACK ARBERGER 251 Quaker Rd Queensbury-, Glen Falls NY 12804 Phone: (518) 798- 9050 Fax: (518) 798- 9793 Stair Location in Building: Attn: MCK CELESTE Day: Th - Quote:mateacd ff>?ta1 !T V { ac1 Ttrtie 4/4/2005 5/4/2005 1 Week- 10 Days Net 10 Days Our Truck Dealer Yard < uruita C�rd+er'N use> f g3ut5 # Said iap fe Steve Spudie Rick Boehlert Rise and Run Wail Lenoth 12 risers at 8"4/16 =8' 3" 0/16 Total Rise Left Wall: 8' 6" 0/16 11 treads at 9"0/16 =8' 3" 0/16 +3 " (for clearance) = 8'6" 0/16 Jrotai-Run RtghtWaH: 8' 6" 0/16 Width overstringer Width:36" 0/16 -0" =36" 0/16 +0"0/16 (Wall detail)= 36"0/16 Measurement Type: EXact Stringer Open Stringer Location: None 1 1 STAIRS12 12R Boxed 0.00 0.00 12 MAT401 Str, Trd: #2SYP Ris:#2SYP/CDX 11.87 142.44 12 RISERS 12 risers at 8" 4/16=8'3"0116 0.00 0.00 11 TREADS 11 treads at 9"0/16=8' 3"0/16 0.00 0.00 1 WIDTH 36" 0/16 Width Over Stringer 0.00 0.00 Notes: *NEEDS APPROVALS` FAX 3130/05 Must have written PO t ,OttUC rrum: nua 9WHIELL Y-U4-U7 I:U7plu P, 0 Ul 0 a r _ Jcb Truss ;Truss Type :Qty ply JACK ARBERGER 303429 FLR1 ;FLOOR, 1:37 1 1__N n i Job_Reference(optional) S.R.Sloan,Ne'-ri Hartford,NY 13413,Rick 6.200 s Feb 21 2D05 MiTek Industries,Inc. rJlOn Apr 04 09:23 14 2005 Page 1 0-1-8 HI 1 11—s�e_;I 0 a Scale=1. 1.81; 1 2 31 5 6 7 89 10 T 11 12 1 ,13 21 20 19 18 17 16 15 14 13 i i 24-4-0 r i 24-4-0 Plate Offsets(X,Y): (1:Edge.0-1-8l,(5:0-1-8,Edgel.(12:0-1-S.Edgel.[16:0-1-8.Edge] LOADING(psf) 1 SPACING 1-4-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP i TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0-54 15-16 >534 480 MT20 197/144 TCDL 10-0 Lumber Increase 1.00 BC 0.60 VergTL) -0.7515-16 >387 360 MT20H 1481108 BCLL 0.0 Rep Stress Incr YES WS 0.95 Horz(TL) 0.10 13 n/a n/a i BCDL 5.0 Code IBC20001ANS195 ! (Matrix) I Weight:94lb i LUMBER TOP CHORD 4 X 2 SPF 2100F 1.8E WEBS BOT CHORD 4 X 2 SPF 210OF 1.8E 3.19 = 962 9-15 = -175 WEBS 4 X 2 SPF Stud 4-19 = -166 7-16 = -473 5-19 = -632 7-16 = 62 BRACING t-17 = 30 6-16 = -41 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. NOTES (4) BOT CHORD 1)This truss has been checked for uniform floor live load only,except as Rigid ceiling directy applied or 10-110 oc bracing. noted. )All plates are MT20 plates unless otherwise indicated. REACTIONS (lb/size) 3 Re quired 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened :21 = 879/0-5-8 to each truss with 3-16d nails. Strongbacks to be attached to walls at their s 13 = 879/0-5-8 outer ends or restrained by other means. 4)This is a preliminary drawing that can be used only for trusses fabricated FORCES ilbt-First Load Case Only by S.R.Sloan,Inc.It represents loading,span,and pitch.S.R.Sloan, TOP CHORD Inc reserves the right to adjust materials and design at the time of 2 1- _ -874 1-22 = -873 production.The structural integrity MR not be compromised.Sealed 13-23 = -873 12-23 = -872 drawings MR be furnished upon request. 1-2 = -1786 2-3 = -1786 3-4 = -3878 4-5 = -3878 LOAD CASE(S) 5-6 = -4361 6-7 = -4361 Standard 7-8 = -3887 8-9 = -3887 9-10 = -3887 10-11 = -1784 :11-12 = -1784 I :BOTCHORD 20-21 = 45 19-20 = 3008 18-19 = 4361 17-18 = 4361 : 16-17 = 4361 15-16 = 4315 14-15 = 3009 13-14 = 45 WEBS 12-14 = 1914 1-20 = 1916 11-14 = -195 2-20 = -194 10-14 = -1355 3-20 = -1352 10-15 = 970 i Aug-04-05 03 : 14P P. 01 Permit Number KEScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RVSchecA:Soflwmv Vcrsion 3.6 Rcicase 2 Data filernwnc:G:\Client fdcs\Maine Qxua Log I kwnm\M(,I,1I-Arbe rgSpezck PROJECT'"TITLE:A Maine Coast I og Home for COUNTY:Warren STATE:New York HDD:7635 (X)NSTRUCfIONTYPE: Detachod 1 or family HEATING;'TYPE:Non-Electric WINDOW/WALL RATIO:0.20 DKI`t;:08/02/05 DA,n:OF PLANS; 11-7-04 s PROJECT DI'.SCRIPTION; Jack R_ Arberggcr,Jr. I I Arherggc:r Rd. Queunsbury,NY 12804 DFSIGNER/CON I'RACTOR: Maine Cmsl Log Homes,ltw. 519A Gardner Road Wisoasssct,MU 04579 889-562"164 Fax 207-882-4,( 4 COMPLIANCE;Pawes Maximum UA=266 Your Home UA=242 9.0KBetter']ban Code(IJA) Crross Glazing Area or Cavity Cont. tv Door Pcri __ R-Valt R_Value 1-1-Facto r LA Ceiling I:Flat Ceiling or Scissor Truss 1 160 38.0 0.0 35 Wall I:Log:8"Nominal Width 1152 0.0 86 Window Pella 2541 DH Prolinc Scrim Wood Fnunc,Double Pane with Low-E 15 0.370 5 Window:Pella 3741 DU 1'rolineScries: Wood Franx;,Double Pane with l ow-E 11 0.320 3 Window:Pella 3757 DH Proline Scrics: W«xi f~rwne:.Dhwblc I'ww with Low-E 30 0.320 10 Window Pella 3757-2 M1 Proline Series: Wood Frame,Double Pam with 1,c,N-E 91 0 320 29 Window:Pella 2557-I'5357 2557 Dl I-Pic.-turc I'rolinr Series: Wood Frarne,Double Pane with I.ow-E 43 0.320 14 Table 1: Minimum Insulation Thickness for Circulaaling Hot Water Piles. Insulation Thickness in Inches by Pine Sizr Heated Water Non-Circulating Runouts Circulating Mains and Runouts Tempgature(. Lip-to 1" Up to 1.25" 1.5"to 2.0" over 2" 1 70-180 0.5 1.0 1.5 2.0 140-169 O.5 03 1.0 1.5 100-139 0.5 0.5 0_S 1.0 Table 2: Minimum InmWon Thickness for HVAC Pipes. Fluid Temp. Instgion'Ihidrness in Inches by Pipe Sizes Pining��Types Mange(� 2"Run arts I"and Less 1.25"to 2" 2.5"to 4' Heating Systems Low Pressure/Ternprature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Cundensate(for feed 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) zo -a d�I =£O 50-1�0-6n�y Door:ThcrntaTru S262 2-Panel.feel w/lite: Solid 20 0.280 6 Pella 6068 Sliding Door Are:hitmtural Series:Glass 42 0-350 15 Floor l:All-Wood JoistlTruss,Over l Jnconditioned Space 1 184 30.0 0.0 39 Hurnaex 1:Fc cwd 1 M Air,90 AFl1F COMPLIANCE STATEMENT' The proposed building represmtcd in this dmument is consistent with the huilding plans,specifications,and odier calculations submitted with this pernut appliezlion. *nic proposed ayytems have txxn dcaigm-d to meet the New York Stoic F.ncrby Cmservation Corm-mAiem C)de requi vzwnM When a Registered Design Pmt'essiemil has stamp sibvod this allttling that to the best of his/her knowledge,bcliel; and prokssional judgment,, s am phartce with this Codc. DuildernDexigfwr—_ Datc 08/02/05 E:O , d dbi =>rO 50-�O-6n�y - ---... •---4••=�.-Feb 24 OS 03:46 �86-734-4141 p.3 M3t•k 207-862-4644 P•3 RESekeek Inspection Checklist New York State Energy Con•crvation Construction Code RESchrek SoRwate Version 3.6 Mew I DA"l7L 02t`3/t35 PROJPCT TJTI.F.:A Manic Coast Lott Hotrie for Bldg. DePt. ! 11+r < I Cciiitt�; { I I 1. Ceiling_ 1:Fktt Ceiling,or ticisstw Trim%,R-31t.0 Cavity iiisukk6 Yft I Conuac:ats: I i Move-C:radr Walk ( j 1. Wall t t ttg;It"Afominaf Width,it-0{uniuxtdatrdj ! Comments: 16 come!walls 1 Window%: [ j I 1. Window.Pella 2541 OH Protine Scric s.- Wood Fame,Doubly Pane with Low-t. I U-ftctor:4.32t1 1 For wittttows without labcJcd U-Ktctom.dricribc 1i-atnrt's: I N Panes Frame Type Thertnal BreaV{ j Yes j j No I Comment%:54"tnsuMbield it'➢with 2.5mm kltrks 2. Window:1101:074I iltt ProlitwScricx:Wood F(umv.Uatcbtc Patti:with J.ow-f:, I U-isttor:0.320 I for windows without labeled U-factors,describe features: ( it J'ats.s _ i-rtmr_'fYPc'... _..,.... fh,.TMA Eucal"I I y-I I Nti C:omtttents:SIB"fn.ulShit ld iC with 2.5mm glass j j I 3. Window:Pella 3757 D14 Profits:Serifs: WoW Fnmw.Uvttbk Pww with Low-E. I t}-factor.b.}?U t For winJOws without k1twhal U-I:.cbm,dr cribr teutnh-s: I #Paso: Frain:Type Thernal Break?{ j Yes I j No temsneflts:4/Ji"tu+ollhit;kl tti with 2,5mm t_t;js. ( 1 I 4_ Witxlow.Pella 3757 2 VIJ Prolific Svritz:Wood Frainc,Double Maw with Low-L:, U-factor:0.320 I For wintk:ws tvulootn kibelcd t1-J.+ctors,&kycribc lemures: ( it 11, ; Frame I'ypr Thcrm:d treaty?t j Yes j j No I Comments:SIW'Wsui4hield IG with 2.5nmt glass j I• I 5. Window. Pella e5$7-NS3t7-2St7 011-Piclo►e proline Series, 1 Wood Fviatrc:.Duabic Path with law-l:.U-tacu>r:0.320 i for windows without labeled(1-faemrs.dssxibe fcatuties: I k Pane% . fr4mc Typc. . . . . I. Thermal RmA?I I Ycs; j No i Cm»mcta.:519"inctt[Shiuld K;with 2.*nim gl:�ss i C}ttor,:: t I I t. floor. 1'ht.-titter t-nt tyh.`;,-1�nt:t vtt-t:f w4tis�:tinfitt,t t-tictor,t1.;;Ntt I Comments:'rhtrm;rru S262 Smooth-Suit F itx rglsss 2-Panel j I J 2, f ctla 606S Sliding Door Archiiecturil Series:Class,U-factor:0.354 { Contm nis:314'kwulShield Ir.with 3mm glas.% ( IFS- I I ! 1, i`kxx 1:A!t-uttx}d 1tK:1CCra�n.t}vcr tlnctm3itittncd SY►acL.K-3c1.t1 ca+riiy itisttt:tiitut — ---•-b JUU-734-4141 p. 4 -*Feb 24 05 03 t 4Gp bark 207-882--4644 p.4 ! Commencs: i ! Hcatiog unit Cooling f quipment: ( J j f. Fctmacc 1_poem d Mat Air,IO Af=UE or higher I Kokc aitd WOO Ntimhcr ! f Air t-nskage: ( } ( ,toiaits,pe ocirations,-Wixf all other-atch openings xi the building L-ovc-iopt that arc wurccs of':it } k:rf::tkv:mtrst he ualctl. 7 } Rectssed fights must be J)Type IC rated,or 2)installed inside an appropriate air-tight:rm cmb)y ( with A 0.5"ettdreattcc from CoMbmaihir materiak ll'nnn-K.r.nL1d.the:fixture nitt-4 he 6xaltecl wah a t :3"clearance)from insulatitmi- ! } Vapor Retarder: Rcquirt{f ens the cr arip-na writer sKk tat'ail aauu-ve:{atclt fiwiled critittt,..wall.,and!lanes. ! ! Mutr.risls WcntiTcxtion: ( l M;tterials atat cquipmrnt tltust be itt billccl iia 3+cct>*el.iix c With tlic gllatatit,agitir4rti it/st:Ill:tluili utaructions. ( ( } Materi ali tux3 equipment must be identificJ.o than compliroice cut he determined. ( ) ! Manufa wee marts als.for all im talkvi heating and cooling equipment and Kxvicc water heating I ctitriparte"t must t►.-provided. ( J J insulation R-vctk cs,gating U-fac:ttrrs,and Naditi ;quiptrn:nt etlieicrtcy must bu c1v-aviy marked on the building plaits or spot:6cations. i i th ct larubtiou: ( ] ( StWly duct-,in unexi tthtion d attil—%or ouhidt:the building thrust be:iaxulated to K 11. { ] J Kviorn ducts iar nticonditionud attic%or Outside Elie huildint;must tic insulated to R-ti. { { J NA"Iy ducts in tmicoodilionkld spat:c%inu.+t he in-'euta d to it-1 t- [ J I Rearm ducts in unconditioned spact s(cxccpt bascmcntc)must be im-ulatcd to R- ! { 1 Rcturn duce in unconditioned space%(etce tt h.a.semcnt.)mum N.itroilatcd to k-2.. } ittutlMiott is not requirttt tat rCtUnt tkWb;ill Nasrttnnt%. ! J thrct C,oactruction: r { ( AllivoW.Y.+eams.:iiitt anust lit;securely kilitcrrwel with wcltJv,g ankeis,maxtrev J.dhc-savc..$), ( itt:ntic-piw-c:mbLddefs-fshrie.of Wipes. Tapes and musucs mu+t be rdicd UL 181A Or UL iS 1 W f harcl>tiun:GsEtlisttiOtw:ly weldrel and locking-type longitudimil joint%ant{waoK w dum. J opcn ing at lc%,.titan 2 in,w (500 i'a) ( } } The HVAC systi m must pmilridc a ni arts for balmicing air and water systutts. ! i Tcreperaturc Controls: ( J } Each dwclhar,unit hats at)L-Salt one thcrinwaat c-dpablc Of aulonu tic-Aly adjusting ihc:spxx { temper.�tttre set point of the Jarpest zone. t } E feet ric Sys tettrs: [ j } Separate ehxttie greeters art:ncquired for each dwelling unit. 1 t FiscFktec+: [ ] ( 'Firephtcec mint be installed with tight fitting nori-ctimbumihic fireplace dcvr%. ( ( i Fireplaces nttra be provWd with a~4:c ol'comhustitrn air_:L%mquired by the f imp!ace coostruciion ( provtNeBh of the lim4dirig tittle'ref JVOP YrwA-Prate.ilk-lfe.shAvrtiul Ci rle u_jNew)-ark.,*trtt'or I the New fork(-Wy Building t.orle,:K applicable, 1 ( ticrvicc Water Healing: ( } } Watur heaters with vertical pipe risers nant have a hcgt trap an froth the inlet STW outlet tinh-Ss the } w:ittr hmcr hac an integral fiche trcp or is rgkn of a circulating system. ( J ) ln%ttlalc cirrul:aiitag-lied water pipev to the level-,itt 1ahlc f_ . O.Z nverii .iab- l�4-�141 p.5 -,Feb 24 05 03.46p nark 207-882-4644 p.5 1 j Cirenlatiog IW Water lysfctrir- ( J f rmante circubiina;lest wafer pipes to floc tcvcts in Tabt< I. f { Swimming Posh_ i ) j All lwated swiminiog pools awd h3vc 3o onto)l"hwtcr switch jW require a Cover m)j.,,%s ovVr 20 1 ► of the hrating ax-P,7 is litmt non-&-pictabk wnrc�w_ Pool pumps require a titrtc clock. { { Mating awd Coaling Piping losulmtiou: f } } JfYAC piping conveying fluith above tt}S"}nr ehifbtd f}ui&brJosv SS OF mast be,insrslatcd to the t 1CvLk in`i'.wbk 2. w Fe`b 25 05 11 : 47a tong koenig 386-734-4141 p. 6 Feb 24 05 O3:47p Mark 207--882-4644 p.6 T„1+lr 1 Afiinii»unt/nsHfufian 77,irkm�.:.,jNr t,Pc'rJtfJlli►k ttcJP IYJJ�Y Niptr. Ors<ul:yiis7ss�#:�c�rrs�in#�}�:hss la;Pt�`i�r Rcatcd i16.acr ?+}tx»_Lartrrf ttin ltteetoe:tc Cieeu#:i�in�Mains agti ttunttutc iiT!f!Cr+t?tst5={1) irp to 1" 1)p 10 1.25" #.3"to IV 140-160 0.5 0.5 1.0 1.5 100-1x) 0.5 TE,%I,v 2. Ahmimum/Jawfwi#m pipev. ]'lord 1'vmp. i+�ti�(#_stit*n�tlliCk►+s f»t1 �fij±N'Ltt:`iYtc Ut ;PC L ym.m 1,vas «:isicl t sus 1..25"t�2' 2.,5�,to 4" Kroting Sy.-Amex Low 111cssurvri ernpcnl tire _'.q t_Si) 1.0 1.5 1.5 2.0 Low Tcmpmturc 120-200 0-5 1_0 th 1.5 :+`cAM Condmsatc(ror(ecd watcr) Anv 1.t< 14 1.5 2-0 f:t),uiing,S w.Jv ni Clink-d Watcr,R 1'rioguxatt, 40-SS 0.5 U.i 035 1.11 ar)ti R£cnv ftclow 40 1.0 1.0 1.5 15 NOTFS TO FtFLU(Building Ckpartens.m Uw only) APR. 24. 2006 9:C9AM BOISE BMDD -PW7 DtrT NO, 79 r. 2 �" Single 11-7/8" BC1@ 908-2.0 SP JoiistW01 BC CALCA 9.2 Design Report-US 1 span I No cantilevers j 0/12 slope Monday,April 24,2006 09:15 Build 141 IT OCS j Repetitive I Glued&nailed construction File Name: BC CALC Project Job Name: ARSERGER Description:J01 Address: Specifler: CLAYTON S. City,State,zip: , Designer: Customer: Company: BOISE Code reports: ESR-1836 Miso. r .1m l =� ki 7 = i• - I - !' 7 --71 r i,•- vn'�d.r - 24.00-00 LL 640 Ibe LL 640 Ibs DL 240 Ibe DL 240 Ibs Total of Horizontal Design Spans 24-00-00 Load Summary Live osad Snow Wind Root Live Tag Description _ Load Type fiell start End 100% 906A 115% 133% 125% oc8 1 Standard Lead Unf.Area Left 00.00-00 24-00-00 40 pal 15 pef 16 Controls Summary value %Allowable Duration Load Case span Location Disclosure Pos.Moment 5280 ft-lbs 55.3% 100% 11 1 -Internal Completeness and aocumoy of Input must End Reaction 875 Ibs 61.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Dell. U364(0.791") 65.9% 1 1 output as evidence of suitability for Live Load Dell. U601 (0.575") 95.8% 1 1 particular application.Output here based Max Defl. 0.791" 79.1°r6 1 1 on building code-accepted design properties and analysis methods. Span/Depth 24.3 n/a 1 Installation of B048E engineered wood products trust be In accordance with Notes current Installation Guide and applicable Design meets Code minimum(U240)Total load defleotion criteria. building codes. obtain lnstAllatlOn Guide g or ask questions,,please call Design meets User specified(U480) live load deflectlon criteria. (eoo)232-0788 before Installation. Design meets arbitrary(V) Maximum load deflection criteria, Entered/Displayed Horizontal Span Length(s) =Clear Span+112 min.and bearing+ SC CALCO,BC FRAMER6,AJS'- 1/2 intermediate bearing ALLJOISTEi,BC RIM BOARDTM,2C10, Composite El value based on 23132" thick sheathing glued and nailed to joist. BOISE GLUL.AMTM,SIMPLE FRAMING SYSTEMGO,VERSA-LAMO,VERSA-RIM PLUSS>,VERSA-RIM®, VERSA-STRANDTM',VERSA-3T1.109 are trademarks of Boise Wood Products, L.L.C. �4 A00� Page 1 of 1