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2012-278 ,±111a. TOWN OF QUEENSBURY wirs742 Bat Road,Queensbuq,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120278 Date Issued: Thursday, September 13, 2012 This is to certify that work requested to be done as shown by Permit Number P20120278 has been completed. Location: 32 OAK TREE Cir Tax Map Number: 523400-302-017-0003-052-000-0000 Owner: CHRISTOPHER & KIMBERLY COMISKY Applicant: CHRISTOPHER & KIMBERLY COMISKY This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY 4 /15(----- 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 Planning Board Director of Building& Code Enforcement or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 ii Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120278 Application Number: A20120278 Tax Map No: 523400-302-017-0003-052-000-0000 Permission is hereby granted to: CHRISTOPHER&KIMBERLY COMISKY For property located at: 32 OAK TREE Cir 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: CHRISTOPHER&KIMBERLY CON 32 OAK TREE Cir Deck $3,000.00 QUEENSBURY,NY 12804-0000 Total Value $3,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2012-278 Deck 424 sq ft $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,June 15,2013 (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 :ue- bury; !rid. , J, e 15,2012 BY for the Town of Queensbury. SIGNED Director of Building&Code Enforcement Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart:Al_ca-m/pm Date Inspection request received: Inspector's Initials: ( W NAME: C,, \ri-S �� /NM S1j ( PERMIT#: U—,;\{> g LOCATION: :3 � cc( K j{ (t =t U—,;\{>DATE: 6--/a TYPE OF STRUCTURE: n G C K Comments: Yes No N/A 4" Building Number Address visible from road a Chimney Height/"B"Vent/Direct Vent Location C �` Fresh Air Intake i 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade /1/ Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/ xterior Railings 34 inches to 38 inches eck Br g/Handicapped Ramp Compliant1/1 e 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 I Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: 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 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.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%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/,hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] L:1Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6126/08;Revised 12/22/10, Revised 04/13/11 Framing / Firestopping Inspection Report r(1&/)C 3 I-3 Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: 1 51, /am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: _ - 1 . 1,. PERMIT#: I -a 7 g LOCATION: -- 'A Or--Q ' -'r e INSPECT ON: 7 —. 3 c.--/. TYPE OF STRUCTURE: b to C'.K C Y I N/A COMMENTS: Framing Attic Access 221' x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Af --I-- Jack Posts/Main Beams Exterior sheeting nailed properly I.; .�r' n A 12" O.C. S 4:.•• «I,.- 48 1 ` Headroom 6 ft. 8 in. \--$rthi&V.7 C"'"- Stairwells 36 in. or more Exterior Deck Bracing } O e_ --/-.1-- -r2- 1&----- Headroom _ --/ A`1 Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls i'r`,f, 4 4 4�;;4,' Metal Strapping for Notches Top Plate 1 '/(w) 16 gauge (8) 16D nails each side FRVIST/NR5 , Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on center —)`). — 1:� 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 side1A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space 1 Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Forma-OLD'Buiiding&Codes\nspection Forrns\Framing Firestopping Inspection Report.doc Revised January 7,2008 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: \ am pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: c /U NAME: 00CY1 ( SK.LA PERMIT#: /( )D LOCATION: T,ciPY r�,E' INSPECT ON: 7- /r�_/4,Z TYPE OF STRUCTURE: �,C-( Comments Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement �ti C� C t -- of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Community Development Office �( Town of Quooncbury - 742 ❑ay Rd. iY 1 Queensbury, New York -12804 PLOT PLAN c , Plot Plan: Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines. i SIDE PROPERTY LINE ll II ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■n■■■1 ■■■■■1■ 1111111111IF 11111111.111111111111111 ■■■■■■■■■■■■��r�:moi=���■�i■�■■■■■■ ■ ■■■�1■■■■■��■■ - ■■■■■ ■■■■■wTi==-_ ■ III■■■■■■■■■■■11■■■■■■■■ ■r,■.1■ — IIMPRIII ---==-EVI■I■■S■■■■■■■■■11■■■■■■■■ z 6—U71■■ ■■■■■■■■■■■■■11S■1■■■■■■■■■®■■■■■■■■■■11I■■■■\■■■ ■■■■■■■■■■■■■■■■1■■■■■■■■■®■■■■■■■■■■I I■■00111■■ 1111■■■N■■■■■■■t■�1■1.1111■■■■■■■■■■■■■■■111■■■■►1r■■ w 1•1111111110/1111111131111111111111111111 11■■■WW■■.■r0■■■l�it1■■■■■■■■■■■■■■11I■■■■■ `'�■ T 1■■■■■■■■■■■ :■ ■■■■■■i■■■■■■■■ ■ ■ ■■E1■■■■■■■. ■■■■■...■■11. ■■1■■.1■■■■■■■■■■■■■■■■�I■■■■■■■ i■■■■■■■■■■■■■■■■■■■.011111■■sa■■■■■■■■■■11■■■■■■■U■ ■■■■■■.■■■ ■■1111■■■■■■■■■■■■■■■■■■■■Il■■■■■ ■ ■■■■■■■■■■■■■lPIl■■■■■■■■■■■■■■■■■■■■■11■■■■■■■■ ■ ■■■■■■■ .y 1 SQUARE = 1f FT. rF SIDE PROPERTY LINE °� I 1 'I u� �\ ,i � j, � �� �� I I i �S�Cti _ �--- _ _ InI - g --`i'Z ��— —�-- _ ��/ �. � 1 / ` u '' t j s �.t i I �� � v ` � - - -\gip---� oI-- �,� I ''o o� �� � �� ��/,� � ' .! / ` �/ i r i ��, i / ; }t l �� � i ; , ____� � '' � � t ; �� { � � � i ----_.. ' _``�� I .- �aMq. 52),3 • BIG Pro Deck DesignTM `K Estimate Prepared for: Store Information: CHRISTOPHER COMISKY 6160-820 ROUTE 9#6160 32 OAK TREE CIR QUEENSBURY, NY 12804-2170 QUEENSBURY, NY 12804 5182607900 (518)798-8301 D) !! , lr, i� Estimate Created: 06/06/2012 n) 9 , JUN ( 6 2012 l;I Days Valid: 14 Estimate Prepared by: a ^: MARTIN Decks Total Price (pre-tax): $3,294.97 F COPY "Please take this quote to the Contractor Services or Special Services Desk." "Products and prices shown online may vary from those at The Home Depot store near you. Prices shown on this quote may be different due to changes in product availability and market conditions. Prices for identical items may also vary from store to store." "Los productos y precios demonstrados en linea pueden variar de los en el almacen The Home Depot cerca de usted. Los precios demonstrados en esta cotizacion pueden ser diversos debido a los cambios en condiciones de la disponibilidad y del mercado del producto. Los precios para los articulos identicos pueden tambien variar de almacen al almacen." "*Special Order Items where price is not included in total - Please take to The Home Depot Special Services Desk for a price quote." "* Los Articulos de la Orden Especial donde el precio no se incluye en totalFavor de Ilevar a la Mesa de Servicios C Especiales del Home Depot para una cotizacion del precio." A" '�i C` QUEENSBURY TOWN OF QUEENSBURY BUDmING DEPARTMENT Based on our limited examination,compliance with our comments shall not be construed as BUILDING & COJDES DEPT. indicating the plans 7,nd specifications are in full compliance with the Building Codes of Reviewed y, New York St e. Date: C-0--kc-\\-1.--- Warning - - c \-1.---Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno.EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacion contenida en esta pagina esta conforme a los tOrminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 1 of 22 Doc ID 33298d17-181A-4dff-a2bc-e86cdOedb5b8 � Deck DesignTM tIIICm WSJ 3D View iii1nu M IR- „.."kil 1141 \ ., 11hU ' r '111fl, Hr Crgo-lick) -C.-- 4,-kc—E–'-i Oc-ovi2-3313cf7S- :2; , E _— c:•,-4-pAA-t0Q-0-z-ic4) ( ,-Y-'1--'-"-P-57 ()_. y 7_t -- � � Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaciOn final del disefio. EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacidn contenida en esta pagina esta conforme a los t8rminos en la negaciOn,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 2 of 22 Doc ID 33298d17-f8bd-4dff-a2bc-e86cdOedb5b8 • BIG° Pro Deck Design TM .0 ao Plan View • s t r � 1• ssFig.'' t `3...'i,kn 'k5. r• S ` Yc t i • ifs • 3 yu A. S S i J ^r y+�,5 Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimation final del disefo. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la information contenida en esta pagina esta conforme a los t6rminos en la negation,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 3 of 22 Doc ID 33298d17-f8bd-4dff-a2bc-e86cdOedb5b8 • IG° 3 Pro Deck A, 44k DesignTM ` 1.!..• • Dimension View ►� ��. g 6 ft __., 22 f1 16 ft 6 ft �� 16 ft 1 1l � ...; �_. � : to Ist v iMFbi'nK{yS'*4 : lMtl:Y:'"q,dKar".$.'f4'Fr<id:AStVPnY+'KJat£73{'w.?nY:e:^.' t ,WFi '�"4:4k�R.:CV..'ksshL S:�F, } v o4 a ■ _ / I b .0 —1� 3 ® • _ O 1 Deck 1 6 f 16 ft Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaciOn final del disefo. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacidn contenida en esta pagina esta conforme a los tdrminos en la negacidn,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 4 of 22 Doc ID 33298d17-f8bd-4dff-a2bc-e86cd0edb5b8 Br Pro Deck Design TM m 0 Post View P * a a 5* 5' O• P 5' 6' e' 5' 25 ft 6 in 25 ft6in 25 ft6in 25 ft6an i7hlio —is sf– E .-----__ 17R1io 17ft1in 17ftlin fot8ft7 in 8f17 in ; ® 8ft7 in 8ft7 in ■ i ■ 6 in i 6 in 6 in 16 in 8 aacPoini n u 9 a n6 O O a a 6 e 'e Warning and Important Instructions: This is not a final design plan or estimate. EDGENET,INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del disel o. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci&n contenida en esta pagina este conforme a los terminos en la negacion,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 5 of 22 Doc ID 33298d17-fBbd-4dff-a2bc-e86cdOedb5b8 IGF Pro Deck DesignTM id e :fir, 0 Joist Layout View U O V U E O C C re g7 I :•I'li' a a P a a it o f, a > > a a 2 2 2 2 a 9 333 335E3333E ! t I I i 1 e 2; 33 r, s 35535333533 2 2 a 2 a 2 ! I1 P O O O O o O O no o n n o 0 1 P P a P Notca All plat and atrin gar spacing dlmcna aix ata m- d.io OC- O O O 2 P r, r. n R On R R Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacien contenida en esta pegina este conforme a los terminos en la negacion,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 6 of 22 Doc ID 33298d17-f8bd-4dff-a2bc-e86cdOedb5b8 BIG ProDeck 11 0 Railing Details View u u u u u u u u u u u u u u u u u 8. 0„ moin 3' 0" 2.25 E Railing Style 3 Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacien final del diser o. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaciOn contenida en esta pagina este conforme a los terminos en la negaci6n,situada en el extremo de este documento. Copyright 1989-2012 Edgenet, Inc. Page 7 of 22 Doc ID 33298d17-I8bd-4dft-a2bc-e86cdOedb5b8 BIG° Pro De DesignTM ; ,. Deck Information Deck 1 Construction Method - Beam Flush With Joist Footing Type - In-Ground Live Load - 60 Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 104 in Post Spacing - 86 5/32 in Decking - L5/4x6 Treated Southern Pine No. 2 Beams - L2x8 Treated Southern Pine No. 1 Joists - L2x6 Treated Southern Pine No. 1 Posts - L4x4 Treated Southern Pine No. 2 Deck Height - 39 in Diagonal Bracing - No Joist Overhang - 0 in Beam Overhang - 0 in Decking Deflection Factor - 360 Joist Deflection Factor - 360 Beam Deflection Factor - 360 Pref Decking Size - 5/4x6 Pref Joist Size - NONE Pref Beam Size - NONE Pref Post Size - NONE Railing 10 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 9 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 8 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 7 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 6 Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacidn final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacidn contenida en esta pagina esta conforme a los tdrminos en la negaciOn,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 8 of 22 Doc ID 33298d17-f8bd-4dff-a2bc-e86cdOedb5b8 BIGo Irv. Pro Deck DesignTM ,y�,yoy., w ` 00 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 5 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 4 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 3 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 2 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 1 Railing Height - 36 in Baluster Spacing - 3 3/4 in Stair 1 Step Width - 120 in Step Height - 32 1/2 in Step Rise - 6 1/2 in Step Run - 11 in Stringers - L2x12 Treated Southern Pine No. 2 Risers - L2x4 Treated Southern Pine No. 1 Treads - L5/4x6 Treated Southern Pine No. 2 Stair 2 Step Width - 36 in Step Height - 32 1/2 in Step Rise - 6 1/2 in Step Run - 11 in Stringers - L2x12 Treated Southern Pine No. 2 Risers - L2x4 Treated Southern Pine No. 1 Treads - L5/4x6 Treated Southern Pine No. 2 Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaciOn final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaciOn contenida en esta pagina esta conforme a los terminos en la negacibn,situada en el extremo de este documento. Copyright©1989-2012 Edgenet, Inc. Page 9 of 22 Doc ID 33298d17-f8bd-4dff-a2bc-e86cdOedb5b8