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AST-000271-2017TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: AST-000271-2017 Date Issued: Friday, September 15, 2017 This is to certify that work requested to be done as shown by Permit Number AST-000271-2017 has been completed. Tax Map Number: 302.19-1-11 Location:9 AMES PL Owner: Anne-Marie Wolcott Applicant: Anne-Marie Wolcott This structure may be occupied as a: Deck 224 s.f. 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, 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 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201OLCommunityDevelopment-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: AST-000271-2017 Tax Map No: 302.19-1-11 Permission is hereby granted to: RL Chase Builder For property located at: 9 AMES PL 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: Anne-Marie Wolcott Deck 6,000.00 Owner Address: 9 Ames PL Total Value 6,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency RL Chase Builder 20 Marion AVE South Glens Falls,NY 12803 Plans&Specifications Deck 224 s.f. 50.00 PERMIT FEE PAID-TI-BS PERMIT EXPIRES: Friday,June 8,2018 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 axxi))imtion date.) Dated at the Town Queens Thu 017 SIGNED BY: IGG,,,ccrAAA77_4"fff«/// d A7 for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only N ACCESSORY STRU it#: AST--coo 2-71-10! 7 PERMIT APP E 0 it Fee:S J oU Tone a Queensbury 742 Bay Road,Queensbury,NY 12804 o ce#: P:518-761-8256 www.gueensbury.net Wkf 20 ? C L} O TOWN OF QUEENSBURY Project Location: lyl eb TY pEVELOPMEt'T j Tax Map ID #: 302-, 1 (?- I`/—/ Subdivision Name: T' klf. ?11' t 5 Y 1 CONTACT INFORMATION: Applicant: Name(s): f/17 1e " I"IfXI7P 1' VC OII Mailing Address, C/S/Z: CI Adwe5 Place Cell Phone: Land Line: 1,J1- Email: LIRhB-/hQ l tr/C+7`/CroGdrunner• C_dlyi Primary Owne s : Name(s): r/et t'-o Mailing Address, C/S/Z: 9AMes Abee Cell Phone:l__) Land Line: ( 6%9 Email: OJ)Ile-iruti i rj0olr'oCon, Contractor(s): I 1 CBusinessName: ' i by-L-se L3Jt i- L. r Contact Name(s): s Mailing Address, C/S/Z• z04Gt IBCA Ade Se+t9• , /1S + Cell Phone: ( ,S7 d' ) 3 (o1- 3 (,,S-(,Land Line: (SIS ) -29k-- 131f Email: C1 clqxe 130'ife ,_f—OQIV rC- Z: M, COM Architect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: LandLand Line: Email: Contact Person for Building &Code Compliance: iZ'I J c• Sr— Cell Phone: s/ , ) 3 ( (- 3 6.5 L Land Line: 7% —06 Email: t- 1 claLsz Ao 'i le(eg 0 A C.a :RR'"n Town of Queensbury Building&Code Enforcement Accessory structure Application Revised April 2017 PROJECT INFORMATION: TYPE: Commercial Residential WORK CLASS: Deck,Open Porch Solar Panels(w/o rafter upgrades) Carport Cell Tower Shed Pavilion, Pole Barn,Canopy Dock Gazebo Detached Garage Boathouse (with or w/o sundeck) 3-Season Porch Other(description: SQUARE FOOTAGE OF STRUCTURE: 1st floor: 2nd floor: Total square feet: JJ01ii, ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ K 00 0 /0 0 2. If Commercial project,what is the proposed use: 3. Are there any structures not shown on the plot plan? YES Explain: 4. Are there any easements on the property? YES / Ivy DECLARATION: J 1. 1 acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. 1 acknowledge that prior to occupying the facilities proposed 1, or my agents, will obtain a certificate of occupancy. 5. 1 also understand that I/we 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: nme - Marie, YVer cv ! y SIGNATURE: li 1. '/ / L+C DATE: Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 302. 19- 1- 11 AST- 000271- 2017 Wolcott, Anne- Marie 9 Ames Place Deck 224 s. f. T" S LAN 0 B ROJ T QUEENSBURY SI E T LT E TOWN OF S OCTION fL Ra\ iewed Caie'. I a I I 0 N OF QUEENSBURY U LD NG DEPARTMENT ai on ui orptecexamination, compilanoe vill i oi ir c m nei its ihall not be construed as rdi at ng Ihe ph ins and specltkations are in II com an Ift the Bulidinp Codes of i1ei iY to A. r T Lo N In 1n b N In 666 N 1n N In In N 1n N In 10 1D N 1n 10 h rV m m m m m m m m m m m m m m m m m m m m m m m m m m m m V SII I I 4L tl N a 0 N W L) i u- a 1 C d z LL— w o rii lz' S ll2' A FTflr s vz• BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 15' 10 1/2'3 7' 2 1/2' Post spacing is measured tenter-to-center. Depth of concrete footers --- 48' Beam Layout Curtis Lumber 885 Route 67 05/05/17 Ref:Deck17125 Ballston Spa,NY Scale: 1/4"=1r rls' I Ljd CO V 3' N o O I N 121N SONO TUBE 6x6 Post 2-2x12 Beam IFIE 3'4' Plan View Curtis Lumber 885 Route 67 05/05/17 Ref Deck17125 Ballston Spa,NY Scale: 1/4"=l' i i r c i f; i In 1 l Go l 3, 4, G H O O 6' 2' o' 2' r I Rail Layout Poet SKU Description TREX4439PS 4X4-3S° WHITE POST SLEEVETRANSCEEND DT-TREX_COMPI TREX_COiJPI TREX4439PS 4X4-39° WHITE POST SLEEVETRANSCEND TREX4439PS 4X4-39° WHITE POST SLEEVETRANSCEND TREX4439PS 4XL-39' WHITE POST SLEEVETRANSCEND Rails Section X-ref Out From F DT-WTCROWNTR06 (Crown Top Rail.6'.Class2c White) DT-WTCROWNTR06 (Crown Top Rail,6',Classic White) O DT-WTCROWNTR06 (Crown Top Rail,S%Classic White) H DT-WTCROWNTR06 (Crown Top Rail,S',Classic White) J Di-WTCROWNTR06 (Crown Top Rail,6',01assic White) I DT-WTCROWNTROS (Crown Top Rcil,8',Claseic White) A DT-WTCROWNTR08 10 own Top Rail.8'.Classic White)3 DT-WTCROWNTR08 (Crown Top Rail.8'.Classic White) D DT-WTCROWNTR08 (Crown Top Rail,8'.Clossic White)C DT-WTCROWNTR08 (Crown Top Rail,8',Classic White) G = 4' 3/40 (35.75 degree=-) H = 4' 3/4` (35.75 degrees) 1 = 4' 3/4` (35.75 degrees) J = 4' 3/4` (35.75 degreesl l easure/cut on site. '° STRESS ANALYSIS CUSTOMER: DATE: 05/05/17 DESIGN: DECK17125 REF: SALESMAN # KEVIN MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X10 DEFLECTION 119 PSF 16" BENDING 111 PSF SHEAR 120 PSF COMPRESSION 159 PSF 111 PSF BEAMS 2-2X12 DEFLECTION 333 PSF BENDING 133 PSF SHEAR 91 PSF COMPRESSION 254 PSF 91 PSF BOLTS 1/2" SHEAR 3215 PSF 3215 PSF POSTS 6X6 STABILITY 887 PSF 887 PSF TOTAL LOAD 91 PSF DEAD LOAD 10 PSF LIVE LOAD 81 PSF STRINGERS 2X12 DEFLECTION 622 PSF BENDING 521 PSF SHEAR 370 PSF COMPRESSION 1428 PSF TOTAL LOAD 370 PSF DEAD LOAD 10 PSF LIVE LOAD 360 PSF STRINGERS 2X12 DEFLECTION 622 PSF BENDING 521 PSF SHEAR 370 PSF COMPRESSION 1428 PSF TOTAL LOAD 370 PSF DEAD LOAD 10 PSF LIVE LOAD 360 PSF MAYZq2017D TOWNOFQUEENSBURY COMMUNITYDEVELOPMENT 0 „ — Ozrn v rn ciomorn rn C 01 n ro p';-n = DZ o 01o n z MM i eh h 302.19-1-11AST-000271-2017 Wolcott, Anne-Marie 9AmesPlace t Deck224s.f.