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2005-547 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 (zt Community Development- Building &Codes (518) 761-8256 CERTIFICATE (3.1rc COMPLIIA►NCE Permit Number. P20050547 Date Issued: Monday, July 31, 2006 This is to certify that work requested to be done as shown by Permit Number P20050.547 has been completed. Tax Map Number. 523400-295-016-0001-010-000-0000 Location: 137 FARR Ln Owner. JEFFREY & MARYLEA RAYMOND Applicant: JEFFREY & MARYLEA RAYMOND This structure maybe occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, ��y( Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enfo emen 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: P20050547 Application Number: A20050547 Tax Map No: 523400-295-016-0001-010-000-0000 Permission is hereby granted to: TF.FFRFY&MARYI,F,A RAYMON ) For property located at: 137 FARR Ln 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: JEFFREY&MARYLEA RAYMON 137 FARR Ln Deck $2,000.00 Total Value $2,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-547 229 SQ FT DECK $40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, July 26, 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 To of eefW a ay, July 26, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Wit j > i - Permit No. �D �" 5�� Building&Codes Office-Department o^\ommunity Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 _, Dave Hatin,Director codes@a(jeensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Accessory Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for 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). Refer to attached Informational Brochure No.3 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 Owner: geFr,- jz,1 e4q1WOA.0 Address: Address: L.3AWA ? LNy Home Phone: 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: �L � le n20i(Il� Address: -7 U� Ste(/ Phone /2 Location of proposed construction: Lot No. Legal Address: 137 f/' / C'-'0� �3 Tax Map Number: sal , Subdivision Name: Estimated Cost of Construction: REC"—,n ,r t Does an accessory structure currently exist on the property? It' Yes / _No JU1- 21105 If YES, list all existing accessory structures: TOWN OF QU­P,;;,<-�-,!!Dv Proposed Construction 1st floor 2^d floor ` � �� Height sq.ff. sq.ff. sq.ft. t. . Open Porch L! Covered or Enclosed Porch (considered floor area&must comply to FAR [Floor Area Ratio] requirements if the structure is located in the Waterfront Residential zone. 3-season porch is considered an enclosed porch. �V Deck �'NC Boathouse A1 A Boathouse with sundeck DOCK Shed Pole Barn Detached Garage 1, 2, 3 car Other Accessory Structure: Af 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 theplans 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 and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. Date: -7 f 14TI a Applicant/Builder Signature:SLYA��,, 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. Date: _Z � Authorized Signaturei/' L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Z ,,,� Arrive://) /)1� am/ am/pm Date Inspection request received: _ 1/v Inspegfor`�s'In'if als: NAME: N V t-eAAA PERMIT#: o S f( LOCATION: DATE: -7Z2-j& 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''/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a 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 / Firestopping Inspection Report f Office No. (518) 761-8256 Date Inspectionrequest received: Queensbury Building&Code Enforcement Arrive: ��am/p epa am/pm 742 Bay Road, Queensbury,NY 12804 Inspect ';Initials: NAME: ]C—r"F 4^;�{,pQ.J r`� PERMIT#: LOCATION: /3;? INSPECT ON: Q�o 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 I 1 `/z(w) 16 gauge 8) 16D nails each side I Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center I 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 Yz 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 r uest ivet{: Queensbury Building&Code Enforcement Arrive: p Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector s Inid NAME: ,�e e.� mant, le-0- k-'4 mil J PERMIT#: 2CCS: — J `1 LOCATION: INSPECT ON: -7�s .93 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation 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 Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reeSPECTON: Queensbury Building &Code Enforcement Arrive: 7` viapart: ai� m. 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: A�> PQQ LOCATION: _� � PARR L -r - TYPE OF STRUCTURE: �S Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 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. T:!SueHenringway\I3uilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 j � � • t Fw �z1211 36 L [16t vAk 3 3 r 7 15) i r � r Sr 19 r. X� cc T 76 1G � GNP SAX f Rom ?Fv P O)C� c4 t CeOUA Depot#6160 01IQUEENSBURY, NY 12804 S S 5147M83 4FAM 11 12:07:59 2005 be materials for this project will cost$1395.16 RE -T F D IEPOT HOMER )ECK 8101 D View FILE GOPY TOWtv T S PLAN TO BEON (31" o"ff iimi�tl examhation, "V:'1'our ccnnrnents shall PR CT SITE AT ro c ca,;ing t1he C.';�T'�' P,10' are M U the F,-,LJdr%g Codes R F) N OF 9;CONSTAUCTION" TOWN OF QUEENSBURY BUILDING & CODES DEPT. p,E\pE\NED jW-7 F I.-E -7 6 Lt'lj 4xz� A- r 4 � �.«�>R° ��' TheHome Depot#6160 820 ROUTE 9, QUEENSBURY, NY 12804 -(518)798-8301 Sat Jun 11 12:08:17 2005 DEPOT HOMER DECK 2810'1 Construction Specifications deck 2: Construction Method=Beam Flush With Joist Footing Type=In-Ground Live Load=60 Dead Load = 10 Decking Spacing=01/8" Joist Spacing=16" Beam Spacing= 114" Post Spacing=58 5/32" Decking=5/4X6 ACQ Premium Southern Pine No.2 Beams=2X6 .25 ACQ Southern Pine No. 1 Joists=2X8 .25 ACQ Southern Pine No. 1 Posts=4X4 ACQ Southern Pine No. 2 Deck Height=22" Diagonal Bracing=No Deck Skirt=No Joist Overhang=0" Beam Overhang=0" Decking Deflection Factor=360 Joist Deflection Factor=360 Beam Deflection Factor=360 Pref Decking Size= Pref Joist Size=NONE Pref Beare Size=NONE Pref Post Size=NONE Stair 1: Step Width=36" Step Height=22" Step Rise=5 3/16" Step Run 11" Stringers =2X12 ACQ Southern Pine No. 2 Risers=5/4X6 ACQ Premium Southern Pine No.2 Treads =5/4X6 ACQ Premium Southern Pine No.2 F The PIdme Depot#6160 820 ROUTE 9, QUEENSBURY, NY 12804 (518)798-8301 6/11/2005 DEPOT HOMER DECK 28101 Materials for Deck: Qty UOM SKU Use Description 3 EA 255457 Beam 2X6-16#1 SYP PT 2 EA 168768 Decking 5/4 X6-8FT THOMPSONIZED DECK PT 7 EA 168793 Decking 5/4 X6-12FT"THOMPSONIZED DECK PT 26 EA 159091 Decking 5/4X6-16 PREMIUM THOMPSONiZED PT 3 EA 167894 Decking 5/4X6-10 THOMPSONIZED DECK PT 22 EA 255618 .foist 2X8-10##1 SYP PT 9 EA 255523 Joist 2X8-8#1 SYP PT 3 EA 255677 Joist 2X8-16#1 SYP PT 1 EA 255677 Ledger 2X8-16#1 SYP PT 4 EA 258132 Post 4X4-12#2 PT 2 EA 155959 Stair Stringer 2X12-12#2 PT 2 EA 167894 Tread 5/4X6-10 THOMPSONIZED DECK PT 1 EA 168768 Tread 5/4 X6-8FT THOMPSONIZED DECK PT 56 EA 865858 2x8 Joist Hanger ZMAX 2X8 JOIST HANGER-JLQ 30OPCS 16 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8 16 EA 538892 Beam Nut HEX NUT GALV 1/2 16 EA 538981 Beare Washer FLAT CUT WASHER GALV 1/2 16 EA 169765 Concln-GroundFoot 80LB. CONCRETE MIX 3 EA 735003 fleck Screws Green GREEN 5LB 3 IN DECKMATE DECK SCRW 5 EA 439432 Flashing DECK LEDGER FLASHING BRN GALV 8FT 1 EA 336963 Footing Tube 10" 10IN X 48IN TUBE FOR CONCRETE 4 PK 462810 Hanger Nails 2x8 10D JOIST HANGER NAILS 2 EA 192708 Joist Framing Nails 16D 3-1/2"HOT GALV COMMON 5 LB 26 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 112 26 EA 928607 Ledger-Bolt LAG SCREW GALV 1/2 X 6 1 EA 735002 Step Screw Green GREEN 51-13 21/21N DECKMATE DECK SCRW The total cost of in stock materials is$1395.16 plus tax. This estimate was created on 6/11/2005 and is valid for 3 business days. Parameters from UBC.cod parameter file. Parameters used for Deck 2: 60 psf live load, 48 inch footing depth. WARNING: THIS IS NOT A FINAL DESIGN PLAN.VARIATIONS IN BUILDING CODES,SPECIFIC ARCHITECTURAL CONSIDERATIONS, OR SITE CONDITIONS MAY REQUIRE CHANGES TO THIS DESIGN. YOU ARE RESPONSIBLE FOR THE FINAL STRUCTURE, CODE VERIFICATION, MATERIAL USAGE,AND STRUCTURAL SAFETY OF THIS DESIGN. BE SURE TO CHECK AND VERIFY THE DESIGN WITH YOUR LOCAL ARCHITECT AND BUILDING INSPECTOR. THE COMPANY ASSUMES ABSOLUTELY NO RESPONSIBILITY FOR THE CORRECT USE OF THIS PROGRAM. ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE REASONABLE AND ACCURATE. IMPORTANT: BEFORE INSTALLING MANUFACTURER SP€CIFIC PRODUCTS, REFER TO THE MANUFACTURER' S INSTALLATION INSTRUCTIONS. ie-Home Depot#6160 30 ROUTE 9, QUEENSBURY, NY 12804 18)79"301 " at Jun 11 12:07:59 2005 ie materials for this project will cost$1395.16 EPOT HOMER ECK 1101 Bck Layout he Home Depot#6160 20 ROUTE 9, QUEENSSURY, NY 12804 A 8)798-8301 at Jun 11 12:07:59 2005 he materials for this project will cost$1395.16 SPOT HOMER ECK 3101 ost Layout for Deck 2 LN 19'--; iL- q9,19' 2" i i i j i 9' 4",- 19' 2" BasePoint; { _ 'he Home Depot#6160 S ROUTE 9, QUEENSBURY, NY 12804 518)798-18301 ;at Jun 11 12:07:59 2005 'he materials for this project will cost$1395.16 )EPOT HOMER )ECK 18101 )eck Dimensions for Deck 2 i ----i- - i i i I I r j � f i I I r-4 i L i i I Zr i I i � 7 Deck 2; _.. 10' 10".. - ---_ _.. _. 5' 7"-- - - - - -7' i oist Spacing = 16 in. o.c. aluster Spacing = 3 3/4" Spacing Vl. - 3 J-f/e�" Ai,lina Pa-Joht = 3An r arn a, Seeking a. ?IP/P05tal, Man Woman t; MCI L"ea It I mal i t '"" Art-i Alp—pIiances Building a Bench for your deck Basements � �:.t, � �Y laps counne,rs iY TMMTMMT �vests itl�'3 rl Decks # Wo&.S& 'r�imd--ows �.fJfi?F's .if G-nacres You can build this sturdy Ads b G700C� bench (or a couple benches) ice; in an afternoon. It makes a ug He.Selection of Ha mpplies, 10G%Guaranteed. se_ good edge bench to define #Outs; � G$ Fre ��e Rb.s te_ .tfcies the ends of a low deck, or a `"' bench that you Can use near ale ALdoEnator easily acids relevant pages to your y website 1�f Ur1l 1 ri` a pool's edge or even against 0-R°1-;tnc. a railing. Its clean simple lines would make it fit in with Quafity new arud Ltsed items.Find deals now! �" most any decor. _T_. s ews :oloriiy st'scie I e. ew's You can.build it out of any 3Zss&Blog Feeds,Articles C-mr categories.Add yc x wood to match your deck, and depending on lumber Se a.rcn u,r S-t sizes, you may have to modify the sizes slightly.. but I C fu `n" give the dimensions here in typical pressure treated lumber sizes. The bench is given as an 8 foot tong Q .: :. bench, but it can be g shortened (or lengthened) to any lenght that suits you. Below are the cutting dimensions: Abair+ http:Jfwww..bandymanwire,com/aficleslbenchptans_htmI 61141 S i y i two sides, the 2 center legs have a shoulder cut only on one side. (note that l only show the comer legs' shoulders below, for the center legs, only one shoulder is cut.! 314 1--2 314—►! 239 314 I � 3 1 P 3 11 1/2" 15° imiiiii Mount the legs in the frame. Mail these in using 16 penny nails. Mail the comer legs to the frame from two sides, and nail the 2 center legs in from three sides. Cut the 3 leg bases from the W. Each base should be 16 1/2 inches long. Cut the ends at a 45 degree angle. Mount the bases to the legs. First drill a hole 1 inch in diameter, 1/2 inch deep. Then drill a 318 inch hole through the base in the center of the 1 inch hole. Set the base on the legs, and center the base on the legs, and mark the location of the hole in leg. Remove the base and drill a 1/4 inch hole in the leg for the bolt. Attach the bases to the legs with 3 inch long, 3/8" lag bolts. One bolt per leg is sufficient. http:/Jwww_handymanwire_com/articlesAenchplans.htrni 6114/05 45 1 1 16 W" i 3 314' f+--3 314"--- 2 314" j 51r" i Before you mount the seat boards, your bench can have a more finished appearance if you use a router to route a comer bead all the way around each board. If you don't have a router, then use a block of wood with sand paper wrapped around it to round over the edges. Flip the base over upright, and attach the 3 seat boards of a long 514 boards. (You can use 2x6s for the seat top, these should be routed to reduce the appearance of their thickness). Attach the seat boards to the 2x4 frame underneath using 2 inch screws or 12 penny galvanized ring nails. { 3IT t71314 1 11 112" t 1�1 I ---► 5 912 - Now, flip the bench over upside down again, and attach the 1A apron boards to the 2x4 frame all the way around. leer the ends by cuffing them at a 45 degree angle. l gave you the sizes, in the cutting list above, but it helps to make these cuts after measuring the actual dimensions, to assure a nice clean fit. Attach the apron boards using 6 per any galvanized finish nails. W-Ywwjjandymanwire_cc�mlarticles/benchplans_html oil lci c�. Hamm ",; a- - } bench seat 8' 514xC- 7,x e;- c ....._ L I nld e1A apron 7' 1 V 112" W won 2 15 314' 1 x4 frame 2 T g" 2x4 cra ne 5 11 1/4" 2x4 6 15" 4x4 I b�. 3 15112" 2X6 Start by building the 2x4 frame that will support the top and the legs. This i a simple box made of 2x4s. Cut 2 boards 7'9"each, and cut 6 boards 11 1 inches long. Use a 4x4 to gauge the distance between the two center boar since the center legs will fit between these two. Nail them all together usin. 16 penny galvanized twist or ring nails. (see figure below) *--22 M"—+�.---22 318"—#i 31k t---22 30 1� 22 3/8"-- _ t T 11 1141 14 1/4" i 71 g" Cut 6 legs 15 inches long from the 4x4s. The legs have shoulders cut on them. Cut The shoulders 314"wide and 3117' deep. 1 ne 4 Winer legs have a shoulder cut on bttp://www_.handymanwke_c;o-m/ar i,cles/benchplans.htmi 6i14105