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BOTH-000328-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Q— t Community Development- Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000328-2016 Date Issued: Thursday, June 30, 2016 This is to certify that work requested to be done as shown by Permit Number BOTH-000328-2016 has been completed. Tax Map Number: 308.7-1-10 Location: 4 EVANNA DR Owner: SHANE HERRINGTON, Anne Herrington Applicant: SHANE HERRINGTON This structure may be occupied as a: Decks (2) 12' x 8' and 20' x 24' By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the �J 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 WSW 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: BOTH-000328-2016 REVISE Tax Map No: 308.7-1-10 Permission is hereby granted to: Anne Herrington, SHANE HERRINGTON For property located at: 4 EVANNA 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: SHANE HERRINGTON Deck $2,000.00 Owner Address: 4 Evanna DR - Total Value $2,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications Decks(2) 12'x 8'and 20'x 24' $ 0.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, September 10, 2016 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury befojthnexpiration d tDated at the Town o ueens4hur eptember 10,2015 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE APPLICATION Received DATE I—I15 Tax Map ID TAX MAP ID g "7— J — 1 yyv Permit No. 2-0 309 ZONING Q.•S; Permit Fee Rec Fee HISTORIC SITE Yes NI No Approvals SUBDIVISION NAME Lot# APPLICANT Skirs.1 L Akno 1? 1 ntau 6:j-1 .• OWNER , n ADDRESS Lf eV k wl R'�-- ADDRESS 1.J 1 I ' gavvs--t %A.,1 (2-&) + ZOI 11111111 PHONE S 1 L, 1 3 t PHONE lnf� �r r BM. . CONTRACTOR COST OF CONST• . • ESTIMATED : $ DOD o °f' ADDRESS: BUILDING ADDRESS: PHONE: , CONTACT PERSON FOR BUILDING 8 CODES COMPLIANCE �1'i\W"hL 4- t°E IP'.r1L err t PHONE 1LoI`31 VI- TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 1st floor sq.ft. 2nd floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck , ‘p y 7A 4 a O X --)'Lo Detached Garage(#of cars ) Dock Pole Barn Porch-open *" Porch—3 season, Covered, Enclosed Shed Other Accessory Structure(s) **Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone DECLARATION: 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 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: ► ` upI ic. kr Date: A11 1 Signature: Gti..,.... 444 Date: 71I1 I i 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 FILE COPY IFc ECEIIVE - , C • +i ION SSP 08 2Q15 ,�, TOWN OF QUEENSBURY / BUILDING&CODES , 4,10*. 1 � f II. ' I 1 ;�i _III bb 9 • TOWN OF Q�...iEE ;a /��./ • • Reviewed: r.L // p 0 Date: / / 10 /47 TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shali not be construed as indicating the plans and specifications are in `„�C� % �-bt pE.CC1 full compliance with the Building Codes of New York State. �R�V� 4 �� �01c\ zo« —3(D-c\ • �.♦'♦♦. 7111-1 • 4011: 1141Z111 , VII ♦♦.♦'♦♦ ' .I ,i0 HI 0 • • ' o • ♦♦ �♦ ♦♦ ♦♦ ♦♦ .� i i .♦ X11 � i .II• `T'<P J � GOA * �♦♦ ♦♦♦ ♦� ♦♦ '♦ • •. •• .. III 4 x-I-t PS- Nb-r5 STRESS ANALYSIS FOR LEVEL 1 CUSTOMER: MARIE HERRINGTON DATE: 09/08/15 DESIGN: DECK REF: SALESMAN # 50064 - BP MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 440 PSF 16" BENDING 321 PSF SHEAR 207 PSF COMPRESSION 321 PSF 207 PSF BEAMS 2-2X10LM DEFLECTION 84 PSF BENDING 62 PSF SHEAR 73 PSF COMPRESSION 410 PSF 62 PSF POSTS 4X4 STABILITY 819 PSF BEARING 748 PSF 748 PSF TOTAL LOAD 62 PSF DEAD LOAD 10 PSF LIVE LOAD 52 PSF STRESS ANALYSIS FOR LEVEL 2 CUSTOMER: MARIE HERRINGTON DATE: 09/08/15 DESIGN: DECK REF: SALESMAN # 50064 - BP MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 309 PSF 16" BENDING 253 PSF SHEAR 178 PSF COMPRESSION 285 PSF 178 PSF BEAMS 2-2X10LM DEFLECTION 175 PSF BENDING 93 PSF SHEAR 80 PSF COMPRESSION 274 PSF 80 PSF POSTS 4X4 STABILITY 409 PSF BEARING 374 PSF 374 PSF TOTAL LOAD 80 PSF DEAD LOAD 10 PSF LIVE LOAD 70 PSF 0 6' 2 1/4" es. ,q;S'' a's1/4 ie,4? ttki A 1' 9 3/4" BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A II' 10 1/2" 2 10' 7" Post spacing is measured center-to-center. Depth of concrete footers --- 48" aooa00000000 ® ® ® ® ® © C J U LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist (12) 19' 8 1/4" F rim 4' B joist (5) 15' 8 1/4" G rim 16' 11 1/4" C fascia 24' 1)45 2)45 H fascia 20' 1)0 2)45 C rim 23' 10 1/2" H rim 19' 8 1/4" D fascia 16' 1)45 2)0 I cap 20' D rim 15' 8 1/4" I section 6' 5 3/4" E rim 6' 11 1/4" J cap 8' 1" 1)0 2)45 J section 7' 7 1/2" A A A A A A A A 3 01 G C F LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist (8) 7' 8 1/4" D rim 7' 8 1/4" B fascia 8' 1)0 2)45 E rim 11' 10 1/2" B rim 7' 8 1/4" F cap 12' 5 1/2" 1)45 2)45 Ckfascia 12' 1)45 2)45 F section 5' 9 1/4" C rim 11' 10 1/2" G cap 8' 4 1/2" 1)45 2)0 D fascia 8' 1)45 2)0 G section 7' 7 1/2" 36' 17' 7' 12' j S 0 s U o Co Co dI 81N SONO TUBE +> ao � t II Il tA o � x10Lr-i Bean _ ,o TJ 24' 12' 4' 3 1/2" o 6' 11 1/2" i I L1 I I 6' 11 1/2" =111 u _ I 1' 9 3/4' BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 23' 10 1/2" 4 7' 6 1/4" B 23' 10 1/2" 4 7' 6 1/4" C 23' 10 1/2" 4 7' 6 1/4" Post spacing is measured center-to-center. Depth of concrete footers --- 48" C 11 ' 11 " C 11' 11 " :: C ) 11 ' 11 " C ) 11 ' 11 " C ) 11 ' 11 " C ) 11 ' 11 " C ) 11 ' 11 " C ) 11 ' 11 " C ) 11 ' 11 " C ) 1 1 ' 1 1 " C ) 11 ' 11 " C ) 11 ' 11 " C ) 11 ' 11 " C ) 11 ' 11 " C ) 11 ' 11 " C ) 11 ' 11 " C ) 11 ' 11 " C ) A) 8' I B) 9' B) 9'4" I A) 7'8" A) 8' I B) 9' B) 9'4" I A) 7'8" • A) 8' ' B) 9' B) 9'4" A) 7'8" A) 8' I 8) 9' B) 9'4" I A) 7'8" C) 12' I C) 11'11" D) 16' I A) 7'11" C) 12' I C) 11'11" D) 16' A 7'11" I ) C) 12' I C) 11'11" D) 16' I A) 7'11" C) 12' I C) 11'11" D) 18' I A) 7'11" C) 12' I C) 11'11" D) 16' A) 7'11" C) 12' I C) 11'11" D) 16' I A) 7'11" C) 12' C) 11'11" D) 18' I A) 7'11" C) 12' I C) 11'11" D) 16' I A) 7'11" C) 12' I C) 11'11" D) 16' • I A) 7'11" C) 12' I C) 11'11" D) 16' I A) 7'11" C) 12' I C) 11'11" D) 16' I A) 7'11" C) 12' I C) 11'11" 0) 16' I A) 7'11" C) 12' I C) 11'11" 0) 16' I A) 7'11" C) 12' C) 11'11" D) 16' I A) 7'11" • C) 12' I C) 11'11" D) 16' I A) 7'11" • C) 12' I C) 11'11" D) 16' I A) 7'11" C) 12' I C) 11'11" D) 18' I A) 7'11" C) 12' I C) 11'11" ID Wood Type Size Quant . 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