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2002-245 Jy TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development Building,&Codes (518)761.8256 CERDTIFICATE 'OF COMPLIANCE Permit Number: P20020245 Date Issued: Friday,March 12,2004 This is to certify that work requested to be done as shown by Permit Number P20020245 has been completed. Tax Map Number: 523400-308-010-0001-016-000-0000 r Location: 23 LINETTE Ln Owner: MICHAEL&LAURIE BAKER Applicant: MICHAEL&LAURIE BAKER This structure may be occupied as a: By Order of Town Board Deck 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: P20020245 Application Number: A20020245 Tax Map No: 523400-308-010-0001-016-000-0000 Permission is hereby granted to: MICHAEL &LAURIE BAKER For property located at: 23 LINETTE Ln in the Town of Queensbury, to construct or place at the above 16tation 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: MICHAEL &LAURIE BAKER Deck k 6,000.00 23 LINETTE Ln Total Value 6,000.00 QUEENSBURY,NY 12804 Contractor or Buildeis Name f Address Electrical Inspection Agency Plans &Specifications 2002-245 520 SQ Fr DECK AS PER PLOT PLAN SPECIFICATIONS $52.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Saturday,April 12,2003 (if a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Friday,April 12,2002 x SIGNED BY for.the Town of Queensbury. Dire 6.26duild2hg A0de f.,cenet TOWN .OF QUEENSBURY Fee Paid d0 BUILDING & CODES DEPARTMENT Permit t # -oZL�``� APPLICATION FOR: PORCHES-DECKS- et DOCKS & BOATHOUSES Est. Cost Wl vz- A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. PLEASE ANSWER ALL OF THE FOLLOWING: The undersigned hereby applies for a Building Permit to do the following work which will be done in accordance "with the description, plans and specifications submitted, and such special conditions as'may be indicated on the permit. TWO SETS OF STRUCTURAL PLANS SIIALL BE SUBMI•llt WITIi TIIIS APPLICATION. -- --- Owner of Property: il/,� � P.O. Address _� Phone # Property Location Cc.?5,9jj0(2-/ Tax Map -Subdivision Name (If applicable) PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES: Name: Address Phone# BUILDING SP CIFICATIONS: Type of work to be done: Porch Deck ock Boathouse (Circle one) Size of Structure to be built (squ f e): O Foundation Material : Width Thickness Depth of Footing, below grade: \ ; 1 -1j Size of Posts or Studs: x __ L1 _ x Long Size of Floor Joists: x 10 x Span g `icy�a�cCo Deckingor Floorin Material : How will Porch or Deck be fastened to building? APR 1 0 2002 (n�LL vc� (LD Lq,( SA S TOWN OF QUEENSBI.IRY If Roof Will Be Installed, Answer Fellowin g Questions: •d�lhlydr�O®I�� Size of Posts or Studs: x x Long Roof Rafters: _ x , Spacing Span Roof Trusses (pre-engineered spacing) : Span- Type of Roof: Sloped Flat Shed Other (Circle one) Material of "Roof: 0 ZONING INFORMATION: TWO PLOT PLANS MUST BE PREPARED AND SUBMITTED, drawn reasonably to scale and attached hereto, snowing clearly and i st nc�iTy aT1�i�tilTtfings, whether existing or proposed ancf indicate all set back dimensions frotrr property lilies. Show location of water supply and location and configuration of septic disposal area. Size of Property: ft. x ft. Existing building(s): Size ft. x ft. Size ft. x ft. Use of Existing building(s): Proposed structure, distance from property lne: Front yard ft. Rear yard ft. Side yards ft. and ft. If on corner, setback from sld"-a street: ft. DECLARATION To the best of my knowledge and belief the statements contained in this application, together with ,the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance, and all other laws pertaining- to the proposed work shall be complied with, whether specified or not, and that such work is aut orized by the owner. DATE: SIGNATURE r.. wner, Owners g n y c to tractor h REVIEWED BY CODE ENFORCEMENT OFFICER, DATE SIGNATURE. r Queensbury Building & Code Enforcement - Residential Final Inspection \ � Office No. (518)761-8256 Arrive: am/ m Depart• Date Inspection request received: _ _ Inspector's Initialsi- ,c 4 NAME: 1;N\ •`0,2Q t IT#: C�' ��",_ ..�-45 LOCATION: IJATE: —'O TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Co m lete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/2" Gypsum Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safe!y glazing Interior Smoke Detectors: Every level: t Every.Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window / Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches [� Garage Floor Pitched / lJ I Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properlyf� Gas Logs in Sealed or Glass Enclosure J Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Se tic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent] L:\PamW\Building&Codes\Inspection FormslRes. Final Insm form 2.docLast Drinted 2/12/04 ti Residential Final Inspection Office No. (518)761-8256 Date-Inspection requ req t eq v m/ -Z, Queensbury Building&Code Enforcement Arrive: epart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi It NAME: 'vH P T M —0 Cna LOCATION: Q 3 ATE: o To 3 TYPE OF STRUCTURE: CAU41-- W+,4� Gas �2V Comments Y' N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks patios Guard at stair-well at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete FM Interior/Exterior Railings 34 in.to 38 in, Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above Eade Q'�_= C---.>f\V_3PS%LV— Gas Furnace shut-off within 30.ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Vaive(s installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping fmished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4hour fire door/door closer Garage fireproofmg Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq, ft.-150 sq.ft.vents BuildLng No..-LAddress-visible-from-road Site Plan [Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification,if required Okay to issue C/C(Cert.Of Compliance) Okay to issue Temporary C 0(Cert.Of Occiipancy) Okay to issue Permanent C 10(Cert. Of Occupancy) L:\SueHemifigway\Building.Codes.Inspectioti.FORMS\Res.Final Insp.form 2.doe edited January 28,2003 Office Use GENERAL INSPECTION REP � � Inspector: 3 ti Town of Queensbury '' Ready te:�I Dept. of Community Development e best received; Meet; Building& Code.Enforcement At time: 742 Bay Road % Queensbury, NY 12804 ARRIVE z- ba n otes; (518) 761-8256 Inspector's Ini als ! e NAME: _ \ Q- `? �y\�\/ PERMIT# Q}�JS LOCATION:_ � n o—,�X 5L ,t Jy\,-(� INSPECT ON(date): —� TYPE OF STRUCTURE: RECHECK NIA YES O COMMENTS Footings/Piers -Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection fromn1aceme for 48 hours following thetof the concrete. Materials for this purpose on Foundation/Wallpour Reinforcement in Place Foundation/Dampproofmg Backfill Approval _ 4 Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing ­ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Pr Kr Vent,Attic Vent Foy F►r'�AL- Jack Studs/Headers BracingBiidging �kA Joist Hangers Jack Posts/Main Beam ���` ( ` Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed - Fire Wall 2,3,4 hour Firestopping ( 1 L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community.Development evelopment Request received: Meet: Building& Code Enforcement At time: 742 Bay Road r Queensbury, AT 12804 ARRIVE am/pm: DEPART am/pmNotes: (518) 761-8256 Inspector's Initials\) NAME: 13 Pt Via PERMIT# - LOCATION: -2,':Z) �JV3E�=F— Lk IN)a INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the pla of the concrete. Materials for this purpose on s1ten Foundation/Wallpour- Reinforcement in Place Z Foundation/Dampproo Backfill Approval . lmg-P- Plumbing Under Slab Plumbing Vent/Vents in Place. Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers BracingBridging 7 — Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier FireSeparation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION ION REPORT -Inspector: ` Ready at time: Town of Queensbury Dept. of Community.Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Notes: Queensbury, NY 12804 ARRIVE CaV R -rya p(518) 761-8256 Inspector's InitiNAME: Y'1.'� '�11h e� IT LOCATION: �l_ � L1' � INSPECT ON(date): TYPE OF STRUCTURE: RECHECK t� NIA YE O COMMENTS ootings/Piers Monolithic Pour Form Reinforcement in Placjible The contractor is re providing protectiofor 48 hours followof the concrete. Materials for this purFoundation/WallpourReinforcement in Pla Foundation/Dampproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior. R- Foundation Walls Exterior R Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces, R- Proper Vent,Attic Vent Framing Jack Studs/Headers BracingBridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed _ Fire Wall 2,3,4 hour Firestopping L:\SueHemingwayiBuilding.Codes.Inspection.FORMS\GENERAI.INSPECTION REPORT.doe 1 1� 1 1 • 1: ! 1 „ I ICI . I tll � � illl I + tl I y 5Yf,ye\`Y \ I 1 \ I `, "�. „ + �r � r •0 I I � I. � V �. r r b tl r I t ;•, ,. 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J "T..>�r P 7 r t i .I f f.•, t "i Y 1 7 r fy.AY `r'F �35'4 f .....,...t t d < 1 , x PLAN VIEW FOR LEVEL I CURTIS LUMBER CO CUSTOMER -- MIKE BAKER 460 BIG BAY ROAD DATE 03/30/02 REF Deck02O89 F_€'N"SBURY NEW YORK (800) 555 1212 2 bD r i . . . . . . . . . . LOAD AND SUPPORT: Your deck will support d 60 PSF live load. Posts have �__° below-ground post support. DECK AND POST HEIGHT: You selected a height of 24" from the top,of decking to level ground. The top of the deck support posts will therefore be 13.25" above ground level. Your salesperson can provide information for uneven or sloped ground. - JOISTS: Set joists on top of beams, 12" center to center. NOTE: The design may require knee braces and bridging,between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan: You, are responsible for all measurements being correct,,for verifying that the design land any substitutions or modifications that you make) meets all local building codes and requirements:. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at, the construction site, review the design with your architect. - Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. BEAM LAYOUT FOR LEVEL I CURTIS LUMBER CO CUSTOMER -- MIKE BAKER 460 BIG BAY ROAD RATE 03AG/02 REF Deck02O75 QUEENSBURY NEW YORK (800) 556 1212 1' 10 3/4" i 7' 1 1/4" 4 f 1 7' 1 1/4' 17r9/ 1' 10 3/4" BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 20' 3 9' 10 1/4" B 20' 4 6' 6 3/4" C 20' 3 9' 10 1/4" z. Post spacing is measured center-to-center. 1n=ground post depth --- 36 inches. 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In-ground post depth --- 36 inches.' PLAN VIEW FOR LEVEL 2 CURTIS LUMBER CO CUSTOMER -- 'MIKE BAKER 460 BIG'BAY ROAD DATE 03/30/02 REF Deck02089 QUEENSBURY NEW YORK (800) 665 1212 20' 3' CD 6' ` j T LOAD AND SUPPORT: Your deck will support a 52 PSF live load. Posts have ___' below-ground post support. DECK .AND POST HEIGHT: You selected a height of 52" from the top of decking to level ground. The top of. the deck support posts will therefore be 41.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 12" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being.correct, for verifying that the design (and any substitutions or modifications that you rtiake) meets all local building codes and requirements. To verify that the suggested design, and any'substitutions or modifications, is consistent with conditions at the construction site, review the;design with your architect. Also consult your architect, for proper construction and use of materials in the structure. Be sure to,follow the deck construction detail available from your store salesperson.