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BOTH-000311-2016 E 0 p N � u onH CY al o 0 (73 CO 7� €y i:� r: n 00 tn kn 5 Z F-ml o 00 In C 0 ZW v C6 en " v p d p o rn re 8. O v 4.4 0 CA as CA QI ..rte" F'^ p F"^ Ug x TOWN OF QUEENSISURY 742 Bay Road, Queensbury,NY 12.804-5904 (5 18)761-8201 Community Development - Building& Codes (518) 761-8256 BUILDING G PERfi IT Permit.Number: BOTT1-000311-2016 Tax Map No: 3083-1-63 Permission is hereby granted to: SMI3 Construction For property located at: III RICHMC)ND 1-IILL 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 '1ype of Construction Owner Name. MATTHEW LEWIS Deck $13,500.00 Owner Address: 11 l Richmond Hill DR Total Value $13,500.00 Queensbury,NY 12804 Contractor or Builder's Name f Address Electrical Inspection Agency SMB Construction 23 fine ST S Chestertown,NY 12817 Plans&Specifications Deck 435 s.f. S 50.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Sunday, May 21, 2017 (If a'longer period is required, an application for an extension must be made to the code Enforcement Officer of tile Town of Queensbury before the expiration date.) Dated at the'Gown nueein Thtr s a x°°26, 2016 SIGNED BY: for the Town of Queensbury. Director of Building;&Code Enforcement Office Use-Only ACCESSORY STRUCTURE APPLICATION Received DArE 'x Tax Map ID Tax MAP ID Permit No. Permit Fee " � Yt) y aiom ZONINGPermit Fee Hrsromc SrTs "Yes No i Approvals SU13DIVISION NAME 13 C3-r- ".gr �GM4—Lot# ADDRESS � ADDRESS PHONE ( � 7 - 702 PHONE �- CONAcro C�a DOST gr 10ONSTROCrrONtraTgjp . $. d_ 7 C�d' .0 ri ADDRE s: � y � � ., &ULPrr-Pry ADDRESS.- � QO +t�T PERSON FOR,BCODES CDMer 0VC �; +�+ � PNC3N� Check all that apply Please Indicate measurements as required below Boathouse 186 floor sq.it. 21d floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck Detached Garage(#of cars lock Pale Barn Porch-open "*Porch—3 season,Covered,Enclosed Shed � Other Accessory Structure(s) � ° Y * Considered floor area&must comply with FAR(floor area ratio)requirements If located In the WR zone ®'gcLARATtom. I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. l 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 Vwe 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: o Signature: Date: Town of Queensbury Building&Codes Accessory Structure Application July 2014 z i. ,— b k i. v' .., F%YS 44 CD _ g ,aye w. z uI ria a e 9 % 4 PFM PF"d Cl Qn LU TI, a 0 22' 6'ffF . , ' C, . , m 18' 110 co o 0 z m Fo (D, Z ,gym LAo L w w 4 ru x R) w co 2xe ,st @ 1G" o.c. 4' �� _lq 308.7-1-+63 BOTH-0M00311-X116 Lewis,, Blatt 111 Richmond Hill Drive Deck 435 s.f. LE TO — Reviewed . Date a 5 m Arno r— a { 1'.l TJ '0 00 0 vamm"vm".v—+ IGI 31 l '4Y I Co' 'W TAS D" t19 W y 2"3 1/2" -_ 2'5 114° r TOWF (DU ENBdw RY DANN(,', DEPARTMENT btl scr, on 0jr flis ,l^ ,d exar gird:, ion,,,w)rx pk1rrc2 rmficaUm-) tile, p f1 ein'a 5 5cations are in NO rvhlh the Codes of New York Stake. SAY 2 201 1ab A 4 22' C` 4' 18' CN cz o � � o cn rpi x cnO N OQ 3 W bd Q 3 co 2x8 Joist @ 16" o.C. 4' I 18' 6" u!' k w Ile .w, Figure 8.. Post-to-Beam Attachment Figure 9. Prohibited Post;-to-Beam Attachment Requirements Condition (1)3x or 4x or t212xbeam ow (2)11,"diameterthru- bolts with washer beam must bear fultyf on 6x8 notch. , sx6 min. notcta post to accomodate beam RIM JOIST REQUIREMENTS Figure 10. Alternate Approved Post-to-Beam Attach a continuous rine joist to the ends ofjoists as Post Cap Attachment shown in Figure 11. attach decking to the rima joist as shown in Figure 11. For more decking attachment •--_.__- r�nuttl-yaly'tar�i . requirements,see DECKING REQUIREMENTS. . IM""KpWh Figure 11. Rim Joist Connection Details s, d c fog totole 0 rim 1alst it joists. 100 tlire40 d`r`iaiis,or 10l,' rrtlriiirrqrt'i'wood,sct 6"0.0 attach rim je%t°to and of:each JolsYwlth (3).1did threaded nails or P)#10 x V! minimum wood;screws rim.jal t American'Wood Council Figure 14. General Attachment of Ledger Board to Band Joist or Rini Board re-move siding at ledger exterior sheathing prior to Installation eXisting stud wall ow thrO$hold carefully flashed and Oa ilked to ProVent water tntruslon +existing 2x band joist or 1"`minimum contlnUbus fAasijing F/VP rimy hoard extending past joist hanger "nein. ---rfe jeisj 1-6/8"min. "max. 2"ruin. 112""diameter lag 2xJloor joist, 136terwds,or wood l-joist, * . through-bolts with or M,P'O rvasherss . r doist,hanger w + existing VON fourldatifin wall ' 2x ledger beard;must be greater fhari orr±egt a'I t0 th"o'depth.of`tlae decicjoistand no greater.-than the depth',ofthe band jolist Figure 15. Attachment of Ledger Board to Foundation Wall (Concrete or Solid Masonry) em�b+ed an„ ?m.�,per:rnanr. urer ,,�re0emmenciations to resist corrosion and.decay, . this,area,shoutd be Oqutke4. deck joist exist Ing rndrete, r ...,. orsolid mason€r. »� wail 1/2”diameter approved expansion„ epoxy or adhesive w . N Ohdbwjt,woshor joist hangar ;2tt;la ger board,rriuot`'be greater dhan'or.equt to the sized th+e joist Figure 16. Attachment of Ledger Board to Foundation Wall (Hollow Masonry) emberd anchors per fa!� tota�rer' to reslst.conosion:and recommendatdons " -- Oeeay,`fkttis area li uld bo,caUlkod w .. . eisfing hollow Cz deckjoist masonry viiali -' 1I2"diameter approved. 151661K er:lds filled ecxor itla wase ti dtlt grout Orr a he.... . hers concrete at anchor locations jodst;dfanger ('hpw ixon fItoctior} x.;ledger laoard;:rriiast too greater "�`61oc than or°equat to the size of theJost minimum American Forest& raper Association K 18' 0 0 0 0 0 0 o a a a o 0 0 0 0 0 0 0 i J •i •i •i •i a i i i i J i i •i t i i i t i •i a 3 a i a —a 1 N It M V V -1 d H -1 V H V J V d V • a a a r t • • a a a • t a t a • . a 3 N N J s 0 a 0 • O a 0 •O • O •O •O • O s 0 • O a 0 • O •O s 0 a 0 s 0 a til Ql to to to tii to O N ;n O O O m SA N tSl t7 0 p t0 Q I I I a • • • • • • a a • • • s e a a m ao tri�i �J L 18'8• � \ .� 2\�\: w � . � � u�w r � , y /�ƒ\\ �� . \ 2/^ y\� \\\ \�� \\\d\\�� »y�} � \\� � \� ^ «~«\ : gr \ \ � / � ^ ° � \�\\� � \/�\���.�; \\\ . \»\�( \ . \ \ � �� �//\\�\�\d /\�\ ^ � \\\ � \\\� \ \� � ^ , § © � �, . . /�\ \ \\, ; 2 � �. : \ : \ . \»\ � � «\ , \ \ ` . � �\ � ©� / } � yy : « < . � � �. � y » . »! \ \ . . < </ � � a z � r � � \: \\? � \ . « . * u . 2 § �\7! � � °/ . . ; , \ } y. . ..� . . ! � 3° 2 / . . . \� : � ° , � ^ � ~» � . \ \ . \ § � , � \\ � \\\ \� � � \ \� . � \ . � �� ��\ � . \ \ . \ ' � ^ \ . ' \. . . . \ 2 « STRESS ANALYSIS CUSTOMER: SEUMUS BUNDRICK . DATE: 05/11/16 DESIGN: DECK16132 REF: 16132130.ZP1 SALESMAN # 750827 ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X8 DEFLECTION 81 PSF 16" BENDING 97 PSF SHEAR 102 PSF COMPRESSION 176 PSF 81 PSF BEAMS 2-2X10LM DEFLECTION 153 PSF BENDING 74 PSF SHEAR 60 PSF COMPRESSION 188 PSF 60 PSF POSTS 6X6 STABILITY 674 PSF BEARING 310 PSF 310 PSF ----------------------------------- TOTAL LOAD 60 PSF DEAD LOAD 10 PSF LIVE LOAD 50 PSF ------------------------------------------------------- STRINGERS 2X12 DEFLECTION 82 PSF BENDING 107 PSF SHEAR 122 PSF COMPRESSION 517 PSF ----------------------------------- TOTAL LOAD 82 PSF DEAD LOAD 10 PSF LIVE LOAD 72 PSF ------------------------------------------------------- STRINGERS 2X12 DEFLECTION 85 PSF BENDING 112 PSF SHEAR 127 PSF COMPRESSION 539 PSF ----------------------------------- TOTAL LOAD 85 PSF DEAD LOAD 10 PSF LIVE LOAD 75 PSF ------------------------------------------------------- 99 q 1 - I � . MAP REFERENCE: MAGNETIC AS PER MAP REFERENCE SUBDIVISION MODIFICATION SUBDIVISION PLAN THOMAS SCHIAVONE DATED:JANUARY 9, 2003 ?� LAST REVISED:DECEMBER 17, 2009 BY:NACE ENGINEERING P.C. and o _ N06°0013 p IrE VAN DUSEN& STEVES LAND SURVEYORS N 176. 781 °n=N -P 25, WIDE I N4 CUT ZONE r5,,• I_w .r _> ED �rV�+jCjus E(,,,�1,� Dr SIG[\IATURE IF LOT- 16 34,j87 sq.ft'. .. I 0. 79 acres ca 0 0� LOT 17 s' a tf�1QO ti c?�FSR l g5 86 1 i ' LOT 15 \ a� UTILITIES 308.E-1-63 BOT�I-000319.-201+6 23� Lewis, Matt 111 Rich�mor�d Hill Drive _ �.2 Deck 435 s.f. ..L - t'`✓'��r"i" ��ki,.u,� , - _ -" - �-- y �E ?��� �'Fa �� $:gil3 tirD6 1 �s pry J1a.,..u..(./� na., e= ( f #�9 _ami-�l'\�a�F.:� V-'��0_�6 ems jI ,' 3 x' _ `4: "•` v. r, 4, 2012 TON1N.UF QUEENSBURY� BUIJ DING 3, ODES e arc GTO Dat M �i....��•,.�`�. DUS Nap of a Survey made for scale i"-30` "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY- - } AP DEARING VIOLATION OF ECTIONS7220ED 9 SDUB-0INSIONS2.OF THE Matthew C . Lewis -NEW YORK STATE EDUCATION LAW." _ - 'ONLY SUPIES FROM THE ORIGINAL OF THIS SURVEY - _ - - - - - - - _ MARKED mj{{AN Gfl(,INAL OF THE LANG SURVEYORS _ SEAL SHIKi BE C011;IDEREO TO BE VALID TRUE COPIES.' S - 1 - - _ 'CERT WION5 116CATED HEREON SIGNIFY THAT Q - THIS SUMEY WAS Ff EPARED IN ACCORDANCE WITH THE - - LNJV - _ _ EASnNG ebOE OF FRACnCE FOR LAND SURVEYORS ADOPTED - BY TIE NEW YORK TATE ASSOCIATION OF PROFESSIONAL - - L a n d Surveyors TO T w YEY�s q OM IIH CAURVE SHALL RUN ONLY c hr s tin e C S c rive r SHEET TO THE PER-SON FGA AHOM TfE SURVEY 15 PREPARED AND - - - t -_ "—� ON HIS 6;j{A�TO THE TITLE COMPANY.GOVERNMENTAL - - - - - - - - # x, - AGENCY J1t70 LENDIryr;INSnTU1TICN LASTED HEREON AND - _ - - - -- - - --`.i 2/3/12 `UPDATE WITH CER TI FI CA TIONS 169 Haviland Road Queensbury, New York 12804 TO THE ASSIGNEES V,,,E LENDING INSTITUTION. : FARONE ' Town of Queensbury, Warren County, New York 02080 LOT 1 s 474 New .York Lie. No. 50135 DESCRIPTION 518 792-8 LA0. DATE- DESC ON �; DWG NO L - a. .; - - - - - - - ' 1 ■