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BOTH-000392-2016 G U Q F. N N � W o ao ao z w r �ri o C6. G V �-+ o Q a- -' Gq o 0 N �oc O0 `o Cq ami rd -tri v H v rrTT�� rn C) jO� N OqoQ j Cd > �- Q. ^ C cn rn o aLcl Cd TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: BOTH-000392-2016 Tax Map No: 301.12-t-30 Permission is hereby granted to: DOUGLAS GAULIN For property located at: 46 HELEN 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 Owner Name: DOUGLAS GAULIN Deck $0.00 Owner Address: 46 Helen DR Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name 1 Address Electrical Inspection Agency Gauthier Skilled Craftsman 30 Delaware AVE Hudson Falls,NY 12839 Plans&Specifications Deck 500 s.f. $ 50.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday,June 22, 2017 (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 bury; on , J ne 27, 2016 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCFESSORY STRUCTURE APPLICATION Received DATE Tax Map ID TAx MAP ID 30 / —/ 30 Permit No. 2- 2,P—A\,Q ZONING /�G� p-Si Z-,.'fi Permit Fee 1 r , �nom'� C.z_ t 2. Rec Fee IIISTORlC SITE Yes No Approvals SUBDIVISION NAME Lot# APPLICANT "_/)' 4 . i OWNER - 1�! ADDRESS7� 1 i�''� ADDRESS PHONE PHONE CONTRACTOR Ga.Lll _-r �'t G V a'1 1,�i� P COST OF CONSTRUC770N(ESTIMATED): $ `a Qjo ADDRESS: BUILDING ADDRESS: S/qW4�6 PHONE: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE PHONE TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 15`floor sq. ft. 2"d floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck Detached Garage(#of cars Dock Pole Bam Porch-open **Porch—3 season, Covered, Enclosed Shed euto Other Accessory Structure(s) **Considered floor area&must comply with FAR (floor area ratio)requirements if located in the WR zone DEct_ARAnON: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true & complete statement description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that Uwe are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. { ✓I have read and agree to the above: Print Name: Date: /�/b Signature: j Date: Town of Queensbury Building&Codes Accessory Structure Application July 2014 ec�genet Pro Deck Design y " d 3D View FILE COPY 301.12-1-30 BOTH-000392,2016 Gaulin, Douglas TOWN OF QU46 Helen DriveEENSBURY Deck 3UILDING DEPARTMENT lienee 500 s.f• Based on atir limiters examination,comp with our comments shai, not be construed as indicating the plans and spec,fications are in bull compliance With the Building Codes of New York State. R, \!7 TOWN OF Q BUILDING & O Reviewed B Date: 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 a 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 programaToda la informacibn contenida en esta pagina este conforme a los terminos en la negacidn, situada en el extremo de este documento. Copyright O 1989-2016 Edgenet, Inc. Page 2 of 22 Doc ID 2b9e96df-06cc-4ba3-929d-b47ff6453030 edgenet Pro Deck Design Plan View l yy i- t ` j 13 4 1 ¢a .�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 a instrcciones importantes: Esta no as un plan ni una estimaci6n final del diseAo. EDGENET,INC.no asume ninguna responsibitidad del use o de la salida correcto de este programa.Toda la informaci6n contenida an esta pigina esW conforme a los tdrminos en la negaci6n,situada an el extremo de este documento. Copyright©1989-2016 Edgenet,Inc. Page 3 of 22 Doc ID 2b9e96df-06cc-4ba3-928d-b47ff6453030 edgenet Pro Deck Desi n TM Dimension View 13 ft p 3 ft �.2-fl Id ft tt 1 1 L —13 f1 3 f 16 ft r � oil I } L C o 4 �7 C� l - I �x 42 Lz Ser r _ T Q4L� tit tell e, P 00, 16 ft �y 12 ft 4 ft 13n art l; 12 rt Oft 16 rt list an 32 fl 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 a 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 informaci6n contenida en esta p#gina esta conforme a los tlirminos en I@ negaci6n,situada en el extremo de este documento. Copyright©1989-2©16 Edgenet, Inc. Page 4 of 22 Doc ID 2b9e96df-06cli4ba3-928d-b47ff6453030 edgenet Pro Deck D T d Post View 27 n.1. 17 n6i. 21ft61. i I i 1 22010b. �7- - - - -. �. .. $ 122 R6b .�hdb Z)ftdb I 17h/0b 17816 16 17h191. 112 � 1:IY6b 'I:h6b 1 1 ! i 7.616 6 b 1:61n gIr . g 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 a instrcciones importantes: Esto no as un plan ni una estimacibn final del diseno.EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programe.Toda la informaci6n contenida an esta pigina estA conforms a los terminos an la negaci6n,situada an el extremo de este documento. Copyright®1989-2016 Edgenet,Inc. Page 5 of 22 Doo ID 2b9e96df-06oF4ba3-928d-b47tf6453030 edgenet Pro Deck DesignTM Joist Layout View I F 13, b b - - - - - - - - - - - r" 13, r" 6' F., 6 ♦ ♦ ♦ ♦ ♦ ► P ♦ C 0 C a a 0 C 0 0 0 a 0 0 0 0 0 0 C a a C n n r, n n n n el 0 n n n n n 0 0 n n 0 0 n 0 n 0 �Notcs. All joist and stringer spacing dimensions am measured in OC. 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. AM 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 as un plan ni una estimacift final del diseflo.EDGENET,INC.no asume ninguna responsibilidad del use c de Is salida correcto de este programa.Toda la informacift contenida en esta pAgina esti conforme a los t6rminos en la negaci6n,situada en at extremo de este documento. Copyright @ 1989-2016 Edgenet,Inc. Page 6 of 22 Doc ID 2b9eg6df-06co-4ba3-928d-b47ff6453030 edge,et Pro Deck DesignTM Railing Details View �a. air # A �_.. r Ir All C3 Y S. 0 w � 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 a 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 est.A conforme a los terminos en la negacibn,situada en el extremo de este documento. Copyright©1989-2016 Edgenet,Inc. Rage 7 of 22 Doc 10 2b9e96df-06cc-4ba3-928d-b47ff6453030 edgenet Pro Check DesignT� Deck Information Deck 1 Construction Method - Beam Flush With Joist Footing Type - In-Ground Live Load - 40 Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 168 in Post Spacing - 94 5/8 in Decking - L5/4x6 Nntckt Gray Grvd Veranda=Decking Beams - L2x12 Treated Southern Pine No. 1 Joists - L2x8 Treated Southern Pine No. 1 Posts - L4x4 Treated Southern Pine No. 2 Deck Height - 18 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 1 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 2 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 3 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 4 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 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 a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseflo.EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pilgina estil conforme a los t6rminos en la negaci6n,situada en el extremo de este documento. Copyright®1989-2016 Edgenet,Inc. Page 8 of 22 Doc ID 2b9e96df-06co-4ba3-928d-b47ff6453030 edgenet Pro Deck DesignTIM ® y Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 6 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 7 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 8 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 9 Railing Height - 36 in Baluster Spacing - 3 3/4 in Stair 1 Step Width - 59 31/32 in Step Height - 12 in Step Rise - 6 in Step Run - 11 in Stringers - L2x12 Treated Southern Pine No. 1 Risers - L5/4x6 Nntckt Gray Veranda-Decking Treads - L5/4x6 Nntckt Gray Veranda-Decking 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 a instrcciones importantes: Esto no as un plan ni una estimaci6rr final del disefla.EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacibn contenida an esta pigina estA conforme a los tbrminos an la negacibn,situada en el extremo de este documento. Copyright®1989-2016 Edgenet,Inc. Page 9 of 22 Doc ID 2b9e96d606ca4ba3-928d•b47K6453030 Figure B. Past-to-Beam Attachment Figure 9. Prohibited Post-to-Beam Attachment Requirements Condition 4—1 U��0�' (1)3x or 4x or (2)2x beam (2)112"diameter thru- bafts with washers beam must bear Wily on 6x6 notch 6x6 min. notch post to accomodate beam RIM JOIST REQUIREMENTS Figure 10. Alternate Approved Post-to-Beam Attach a continuous rim joist to the ends ofjoists as Post Cap At 15m� shown in Figure 11. Attach decking to the rim joist as shown in Figure 11. For more decking attachment solid sawn o requirements,see DECKING REQUIREMENTS. mukl ply.taeam Vt � o9 6x6 min. P06t ; U U t Figure 11. Rim Joist Connection Details joists, secure decking to top of rim joist with 1Od threaded rails or#10 x 3" minimum wood screws @ 6"o.c. e b' attach rim joist to end of each joist with ® (3)1Od threaded nails or(3)#10 x 3" minimum wood screws rim joist American Wood Council r1 J 0 k i F_,I 111EIIIII J Is =101 Al clr r Figure 14. General Attachment of Ledger Board to Band Joist or Riaz Board exterior sheathing remove siding at ledger g prior to installation existing stud.wall — threshold carefully flashed and existing 2x band joist caulked to prevent water intrusion or 1"minimum continuous Flashing EWP rim boaT2" extending past joist hanger min. deck joist rain. max. 1/2"diameter lag 2x Floor joist, min. screws or wood [Joist, through-bolts with or MPCWT washers • joist hanger existing 2x ledger board;must be greater foundation wall than or equal to the depth of the deck joist and no greater than the depth of the band joist Figure 15. Attachment of Ledger Board to Foundation Wall (Concrete or Solid Masonry) embed anchors per manufacturer recommendations to resist corrosion and decay, this area should be caulked deck joist existing concrete + or solid masonry wall a 112"diameter approved expansion, • epoxy,or adhesive anchors with washers joist hanger 2x ledger board;must be greater than or equal to the size of the joist Figure 16. Attachment of Ledger Board to Foundation Wall (Hallow Masonry) embed anchors per manufacturer to resist corrosion and recommendations decay,this area should I IF be caulked deck joist existing hollow masonry wall 112"diameter approved block cells filled epoxy or adhesive with grout or anchors with washers concrete at anchor locations joist hanger (new construction) 2x ledger board;must be greater "block wall than or equal to the size of the joist minimum American Forest& Paper Association 13 MEMORANDUM TO: neTF• -- - 301.12-1-30 BOTH-000392-2016 Gaulin, Douglas 46 Helen Drive Deck 500 s.f. I w �- 11 Ire 2016 CODES - -- /G y 3 L . Lt --._... -- I So Ad"r UFR IT PLO AN I HAVE PER N, LY EA D THE DISTANCE FROM T -LINES TO THE j PROP 5 E(S)OR S{ N(S)A iy FORM 418 OOT88 PAS ATV/TE J