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2005-624 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 (zt Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20050624 Date Issued: Monday, October 23, 2006 This is to certify that work requested to be done as shown by Permit Number P20050624 has been completed. Tax Map Number. 523400-289-010-0001-016-000-0000 Location: 24 JAY Rd Owner. DEAN REALI Applicant: DEAN REALI This structure maybe occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY ` f Issuance of this Certificate of Compliance 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 (2t 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050624 Application Number: A20050624 Tax Map No: 523400-289-010-0001-016-000-0000 Permission is hereby granted to: DFAN RF,A1,1 For property located at: 24 JAY Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: DEAN REALI SUZANNE RAYESKI Deck $18,,00. 0 24 JAY Rd Total Value $1800000 LAKE GEORGE, NY 12845 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-624 669 SQ FT REPLACEMENT DECK $66.90 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, November 28, 2006 (If a longer period is required,an application for an extension must he made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Monday, December 05, 2005 SIGNED BY� for the Town of Queensbury. irector of Bud 40 e Enforcement Permit No. aDD Bulking&Codas Office,-Deportment of Community Developmcnt-Town of Qveensbury Fee Paid (A 10V 742 Bay Road.Queen".NY 12604 Dave Hatin,Director coogs0gueensbup•.oet Phone: (518)761.8456 FAX: (518)745-44V Accessory Structure Building Permit Application At mlicailon&Planssubied.to review before issuance of a valid oermit far construction. Any structure other than the principal structure(i.e.,house),typically a garage,shed,greenhouse,dock,deck, etc.(not necessarily limited to the list below). Peter to attached informational Brochure No.3 Instructions A permit must be obtained before beginning construction. No inspections will be made until th% 2 �} applicant has received a valid building permit. AD app(ICants'spores on ihis application must be coo{ kfied a d must appear on the application form. Applicant/Builder iV%Z';Er itX, Owner: Dist fLEAu 14 1, -ANNE Q4\-tESk` Address: t � �ut�t<t' Pt� -L" Address: 14 WAK 71D Home Phone: 5)(1 sa42 Sro1 f0 Home Phone: 51e, 7412-yo73 Email Address: -Itpipp Sltn MI too Q Aryl. Email Address: ---^ Ceu Phone: 40ito-1 3�_ Celt Phone: z(.o 12-4-1 FAX Phone: Siff (04'L 13t001 FAX Phone: Person responsible for supervision ql work with respect to building and codes compliance: Name: •tM sun - Prc6S Address: - S-+rotE - Phone SIEs ( 42 _307(.0 Location of proposed construction: Lot No. Legal Address: ?? '1 Gu N Tax Map Number: ,o0 _2—3 LAKE,NE. Subd on Name: Estimated Cost of Construction: $ a000' Does an accessory structure currently exist on the propertyV ?�Yes / _No If YES,list ail existing accessory stfucturec t>VIX MBze R* At.ED Proposed Constrvction I,,fter 21W door Total Proposed Height sq.tt. sq.ft. S .tt. fl.&in. Open Porch Covered or Enclosed Porch (Considered floor area&must comply to PAR[Floor Area Ratio) requiremenis it the structure is locatad in the Woterfront Residential tone. 3-season oorch is;Qmsidemss an en iosea porch. Deck IN, *•iLMU roS Boathouse Boathouse with sundeck DOCK Shed Pole Bam Detached Gara e 1 2.3 car Other ACCeSsM Strucfiure: 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 ail provisions of the Building Codes,the Zoning Ordinance,and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that i/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As-Built 5uryey by a licensed surveyor,drown to scale,showing actual location of all new construction. Dote; "1 2 Applicant/Builder Signature: `�"�:`��� - 1 Dh n SW►lT1l< The application of doted is hereby approved and: permission granted for the construction,reconstruction or alteration of a building/and or accessory structure as Set forth above. Date: _ Authorized Signature: U\Sue HerNrgwoy\llWc1ing.Permit.FORM$\Accessory Structure Permit Applicatlon.doc v:12128/04 1W Queensbury Building & Code Enforcement - Residential Final Inspection n Office No. (518)761-8256 Arrive: am/pm epart: t � am/pm Date Inspection request received: /�% / o _ Inspector's Initials:am/pm �CuLG a PERMIT#: LOCATION: J A fib DATE: TYPE OF STRUCTURE: ,.n 1� 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 Z / Guards at stairs,decks,patios more than 30 inches above grade y' ^ Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more VF101r, 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 Temp 110 Enclosed Stairs Sheetrock Underside minimum%s"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 Dppt.Inspection Sticker Site Plan /Variance Flood Plain Ce Okay to=& Forms\Building /O [Temporary/Permanent I \Build &Codes orms�Residential Final Inspection Form revised 100405.doc Queensbury Building & Code Enforcement - Residential Final InspectiorY" Office No. (518)761-8256 —L 1 D Arrive: am/ m part: am/pm Date Inspection request received: Inspector s Initials: NAME: L PERMIT#: �� LOCATION: DATE: TYPE OF STRUCTU 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 S ��5e U! 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 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 Forms\Residential Final Inspection Form—revised—100405.doc Framing / Firestoppi.ng Inspection Report Office No. (518) 761-8256 Date Insp,q o request received: Queensbury Building&Code Enforcement Arrive: r am/pm art: gm/pm 742 Bay Road,Queensbury,NY 12804 Inspect&s Initials: NAME: f,-,,� L—'. PERMIT#: D LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/Ao(g raming COMMENTS Attic Access 22"x 30"minimum z4p'!5�Y� I-U b Jack Studs/Headers p Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 3 c GT y 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more / e.4 '�1A/AEMCL L Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %s w 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:-'-71 am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:' ,a L. NAME: ��C� PERMIT#: LOCATION: INSPECT ON: ;Z TYPE OF STRUCTURE: Comments i Y N N/A ootings / �-- Piers Monolithic Slab Reinforcement in Place ` The contractor is responsible for providing protection from freezing for 48 hours following the placement V [ 1 of the concrete. y Materials for this purpose on site. t Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval _ Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Buil ding,Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 RROJEC SITE AT ALL IMIES FOR ff- "ME y A L R A Pressure Treated Joists VxIV lop" OL. NS Pressure Treate V'xl2!' Doub I e Ledger l5c d leave r airspace betw en exisitng house and new deck anchor with Grade S an hor bolts in concrete anchors, go vanized washers for spacers i.._-..___---.-.- Phd Eo ke i C, nc ete W I Ill to� reei e �� � i i ' I t la �9oily !! d` cki�n9� i yE € ii Ii ; h E ISI stee I lai d aonrfjy I 'Erin, n o iCrete �fodt I fg E; t , New N Ra I s e d Pat I o W IZ f3c�Z S�e�I .4"be9 �i ,✓ �- \� Poured R6 i foillleed 6,onerete 1101 1 Nor Concrete Tooter and I �� c foundation k!' Granite Stone Ven r �1 Id" sona tube on 24" concrete footings stair Notes . - Stairs to be constructed of curved pressure treated V x Id" laminate stringers Risers and Treads of stairs to be of pressure treated, trimmed in cedar 15ase of Stairs to rest on Ids sona tubes (4) '�- ..._ .._.J �ty� f r i ��... �• ,� � �i �. tRy E Real! Residence F/I "%o P /TYPical Gross Sec on D.eck J O I 'v�dfdJ Baser CO not Plans aw�� z UhMpflafi�4 WO. of i'Ve t i I " PORCH z� REALI R � 1PENOE 0000 �. .... v..... New Raised Patio Stair Notes: \ Real! Residence T y p i cal 6ross �5ection Pelck fastened with (#)&rode 5 concrete anchors bolts leave airspace between exisitng house and new deck Mahogony Pecking 6�' rjronite Stone Veneer square tube steel post— Existing Soil Orade Poured Reinforced Concrete sona tube/square pier Petail Notes use J/V' rebor throughout Minimum2A^ op | ice length for robor op | icea. min. (3) tioo per ap| ioa v ��«� DUFRESNE-HENRY PREPARED BY DATE 20C�S PROJECT NO. (04 CALCULATIONS CHECKED BY DATE SHEET NO. OF 2- ASSUMPTIONS / METHODS CHECKED BY DATE SUBJECT ( �Y S�L�^iCl F / M N J/y> � ��yQ7it {LL-�L06Ilf Cg RECEIVED 0 F1-00't JLs F-> NOV 0 9 2005 TO`4?,4 OF L-_LivSBURY` BUILCIING , CO-DE it ,`. `z ®71 r Hu01A I wl5r A>Twt 99 1 wl MAI nivv ovS 900/5tE LEffi Zx g P /vet Vert �aTl o^� II G,ONOT'W F-oUA#O4no^J A%1 BOOS — �Z" LUNG `J p rx C-4-S K00t< A(4l,,l�( 41 OF FNO � "l m F a n uw w z �( 20T6 9°FEss►oNP DUFRESNE-HENRY _ c� PREPARED BY hK DATE N#4 2 /005 PROJECT NO. (Of 0'S I CALCULATIONS CHECKED BY DATE-- SHEET NO.4 y OF Z ASSUMPTIONS / METHODS CHECKED BY DATE SUBJECT l No`( S�rCI F"AA N�tiSCM vI - dZt tt�t 2E�IV E-1C C -r Reali Residence, Queensbury, NY E Design Data: NOV 0 9 2005 Dead Load: 7 psf. Live Load: 40 psf. TOp`�"�'`P11�i�OF CCU;=` SOURY Materials: W12 steel beam: ASTM A992, painted with two coats of rust-inhibiting paint; color by Owner. Bolts: ASTM A 325. Timber: SPF #2 or better, pressure treated. Hurricane Tie-Down: Simpson or equivalent. Special Note: These details and notes were prepared based on drawings prepared by Mandy Spring Farm Nursery, Inc., received by Engineer on 03 Nov. 2005. Engineer did not check the adequacy of the timber-framed deck or the foundations, and Engineer assumes no liability for the design or construction of the timber- framed deck or the foundations. OF Ne *C,� �KC �N yy0� t rLU z O S 1Ov, NOV-1-2005 10:03 FROM: TO:7454437 P.2 Nov 1 2005 8:59 P. U7 -14S-uq!3;7 M Gd Watiorta be approved by a N.Y.S. . Curtis Lumber Co.assumes no responsibility for calculations. BeamGhek v24 licensed to;Steve F rbanks,Curtis Lumber Co. Reg#2id 12728 IUTANDY SPRINGS NURSERY EXTERIOR DECK SUPPORT BEAM Prepared by:SRF Date: i0l26105 Selec(ion W 12x$0 36 kei Wide Flange Steel Lateral Support at: Le m 6.9 ft max. Cnndklons Actual Size Is 6-1/2 x 12.3/8 In.. Min Bearing Length R1=O.9 in. 112--0.91n. DL Defl 0.08 in Suggested Camber 0.13 in Data Beam Span 21.0 ft Reaction i LL 4376# Reaction 2 LL 4376# Beam Wt per ft 30.0# Reaction 1 TL 5786# Reactton 2 TL 5760# Sm Wt Included 630# Maximum V 5786# Max Moment 3=4'# Max V(Reduced) WA TL Max Deft L/240 TL Actual Defl L/723 LL Max Dell L/360 LL Actual Deft L 1955 K' Section(iris) Shear 1 TL Deft(in) LL Defl Actual 38.60 3.21 0.35 026 Critical 15.34 0.40 1.05 0.70 Status OK OK OK OK Ratio 40% 13% 33% 380/0 Fb(psi) Fw(Poi) E(psi x mil) Vats Base Value Fy 36000 36000 29.0 Base Adjusted 23760 14400 29.0 Ado tments YP Factor,Lc 0.66 0.40 Lgads Uniform LL:417 UnHorm TL-•521 =A Uniform Load A R 1 =5786 R2=5786 SPAN=21 Fr Uniform and partial uniform loads are lbs per lineal ft.