Loading...
BOTH-000324-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 + ElTIFICATE OF COMPLIANCE Permit Number: BOTH-000324-2016 Date Issued: Wednesday, July 20, 2016 This is to certify that work requested to be done as shown by Permit Number BOTH-000324-2016 has been completed. Tax Map Number: 301.6-2-15 Location: 8 WILLOW RD Owner: Kevin Nesbitt Applicant: Kevin Nesbitt This structure may be occupied as a: Deck around pool 144 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 Anforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 All Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: BOTH-000324-2016 Tax Map No: 301.6-2-15, Permission is hereby granted to: Kevin Nesbitt For property located at: 8 WILLOW RD 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 cornpliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance I'voe of Construction Owner Name: Kevin Nesbitt Deck $3,500.00 Owner Address: 8 WILLOW RD Total Value $3,500.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans& Specifications Deck around pool 144 s.f. $ 50.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, May 26, 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 0 2016 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement . m Office Use Only ACCESSORY STRUCTURE, APPLICATION Received DATE ' Tax Map la Permit No. a TAx MAP Co ZZONINGN Permit Fee �„ , Rec Fee frsLortrc Si TE Yes No Approvals SUBDIVISION ALA ME V1 1A Lot# ,r AP'P'LICANT F,r r��m.�F C?CoNmAc "0 UP t i TQC iUA&ICS : $ ADDRESS: PHONE: QQL1 ACT P' O FOR 8_ll b CODES Ca PJ:IA C PHONE Check all that apply Prase Indicate measurements as required below Boathouse 1 at floor sq.ft. V floor sq..ft. "total sq.ft. Height Boathouse with Sundeck DeckYZ Detached Garage(#of cars Dock w . Pole Sam " Porch-openn` "; .�Porch—3 season.Covered,Enclosed �J�'� Shed i ik r V Other Accessory Structure(s) *" Considered floor area&must comply with FAR(floor area ratio)requirements If located in the WR zone QguAwlop. 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 Mate Building Codes, local building laws and ordinances; and in conformance with local zoning regulations, I acknowledge that prior to occupying the facilities proposed, 1 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. VI have read and agree to the above: Print Dame: Date: ' Signature: date: ._ -, 1 Town of Queensbury Building&+Codes Accessory Structure Application July 2014 31 1..6-2-iS BOTH-000324- 016 Nesbiatt, Kevin Witlow Road D6c (around pont) 144 s.f. ( DING & f Reviewed By. Date: Home ner Please assure YOLIarP., ftMik ,r with the " 1 Enle.re re wire n ,s o explair Requirements you I have to % . rn , erthe > New York Staten R i E r 0 s- 9 c SEJRY �fq�wl� E P A "'f a h �9i2yD6'n�)Ui OUl'CO TIMEr e fd coil A ° y 4 Ga m i TOD a ; n n d �_ pp d to d a 7-wmu 21Z f� � ry� 'V— M, a : , , wig{ id « � : w n NJ r _._ LL ✓ ,/ iii i 1 f m., r YFJ� .1 yr '.r... 1 . 1 1, .,.. .� .... ... •'l r i r ..„0..4 I H w rt Roil Layout Post SKU Description TREX4439PS 4X4-39" WHITE POST SLEEVE TREX4439PS 4X4-39" WHITE POST SLEEVE TREX4439PS 4X4-39' WHITE POST SLEEVE Rails Section X-ref Cut From D Dt-WICROWNIH06 ICwwn 'I"op Roil,6".Classic Whitel E DT-WTCROWNTRO6 tCwwn Tap Roil,6",Classic White) E, C DT-WTCRCWNTRO6 1Cawn Tap Rail.6".Classic White) A DT-WTCRCWNTRO6 (Crown Tap Roitro'.ClossicWhite) Design; Deck16139 STRES,S ANALYSIS IAE1'_ 0'V18/16 DESIGN : DECK16139 REF: 161391.53 . 7P1. aAL[,eJC`JIAN 4 TOM(D --- --------------- --- ------_--------------------- " r E��EE'�YJBE 1, STRESS FACTOR COMPOSITE TYPE SIZE: FACTOR LOAD --1CAL� --— , .,.......«.,.«.........�.«.»«.»«.»....«.....»«..«.»«...— ...»....— ...»....-----------.—.—.—.--.—.----- Wit { aY rj Joisli's 2X8 DEFLECTION 106 PSF 1A 16 BENDING 199 PSE' ✓ d� � 1 i SHEAR 155 PSF COMPRESSION 253 PSF 106 PSF 11 , BEAMS) 2-2XIC? DEFLECTION 278 PSF BENDING 133 PSF SHEAR 96 PSF COMPRESSION 328 PSF 96 PSF 1,O.3..TS 1../2 SHEAR 2346 PSF 2346 PSF E'O:JEoJ 4II4 STABILITY 529 PSF 529 PSF ----------------------------------- PE,OTAL LOAD 96 PSE?' DEAD LOAD 10 PSF LIVE LOAD 86 PSF ------------------------------------------------------- J'E:"'E I CIC EII X12 DE E,:fE,E1CT10N 794 P'SF 13E?aNDING 504 PSF SHEAR 292 PSE' COMPRESSION 1048 PSF ----------------------------------- TOTAL LOAD 292 PSF DEAD LOAD 10 PSF LIVE LOAD 282 PSF � y G�, .Zak (a tip 10,4„ S) 1W6- .. .� low- 10-1 1"' .... 6p 11'5•. ..... ........ "$,44....,.(�p 1'9'.11"..... mar Q C) 12W C) 1 3 1,_... ....... Q 13'5" C) 14' PIMP E) 15"5".... ...... .. . ._.. 9.4„. F) 19-4- .... ........ ........ ,_,.,.,. pg 9 11," A) 9'11 A) 9°11" A) 5"11" 4 "}f B r ,t r� kit t a , Figure S. Post-to-'Beam Attachment Figure 9. Prohibited Post;-to-Beam Attachment Requirements Condition ('GYU r)1'.4X irr tgy'9x beam" (g)If2'41amster(hru- Wts with wositer filly on 6*,notch 6x6 renin. toatofi P0.5tto ats tod "le•,boalm w RIM JOIST REQUIREMENTS Figure 10.Alternate Approved Post-to-Beam Attach a continuous rim joist to the ends of joists as Post Cap Attachment shown in Figure 11.Attach decking to the rim joist as s6ft Are Figure 1 l.For more decking attachment m lid' requirements,see DECKING k,QUIREMENTS. v II W, I > Figure 11. Rim Joist Connection Details . Td .a ' lop et t . ^ .• « m" 9w�jt,' *M/{�4 rix/{b.,�,u��pY�.agse+�t,,,�,t�+.}t iWys��.1/My4 4eyyj�'q��1�1ryytr Yy" ,t4.)flM�AAreaded nails,or(3)#10 x T. m1himum.-wood screw, ti��taix>t: American Wood Council Cd •� O Ca H cu vj FF .0 UJv •CCS N a7 a h C • W >' N y o U - a °" oa Eo bA vo, > o ^obA �, o •� oO N®- o •o a Y .o obbv ooQ) t :~ o o i v a, o 'o C� a o '3 r'3 afT U Id ° � o o � o a ns rSy H N H Z .0 a "� U U O U {�. Uri C6. N 47 CC r•H •,O �'• � a a > a.o cd U ca o O w .d C •H •� C ° iw C a .-. H Ca ^ N,.. c ~ Cn ^C 0 -1 .0 C O V "" N O N w >~ > H "C9 q N � V ON N + G fCt 04 •z � y O Ut Q1 � 3 ,N O �bA•~ 'N ~ cd + O Cru nj pa l�Y b •�-r t�i� a Ri + .4^ _�G' O N " Ram '3 a.4 Q cn 0 C a•.F"GO c�U o. Rr '� i7 ti O aS `-' = A > .0 N p+ O V r^n In + 04 Co .� O p z" o Q •0 a ° � ,�0 C a`a� o U' � Q o Q. � o w� °H' �v � Cl) 04 U � 0 3 a .o � on o a an•v rC. W r.qO O" U y ~ N p w M = ^� O � - „C p �O" '� -a N 00 Ort U •y .3 y 0 O Ca N ° o w o .o o '"' °H' o o H ,-f o o p v o o a U" aa.� o Ch ON va � .r Ch ti � �� L7 •o foa L7 U H � pO G Cl ct h Ld .0 o o tO C �A Ni Cn ° y . CCaj o -0 . ° � C td t� N Ca U H IZ4-: Co H o O . a) JM, cc C 4.4 � It caw o i ° cd �o 0 ' r "o "Cl o0 r o wc > ` ZC$ o i > vrnO 'N w O a � hcn� ° ob �'°o . oo � ul 0. �oo o cls o o •o ca O Ca o oo tamA1uFW--) 'Cfoy oCoo� ' o ° o ° ° 761) co Ca .o R3 14yn oN 1 o Na � - > U >° � � os � 0 ' cvC .0 2 o� � 4. er'O,SQ",.' •zaO.da,y± .,aptcCCda.; ' ° v d ° �° �N°� D`� da � >i~ .a 'oH 0oU N �a� >o��+ o, ca .0 � - CU � 00 0 0 o ®OoCal > b = _ •7 =o ca O Z co 64 O y p � ° H x O C Ofau '«a�Qo.s .ooca�a>° ma ° n w ° p " a co ' o ° wO � a '� ' - o ooE C - o o c. o + O=0, , aadZ;- o U •o fu 0 f C + - = U C m O. o Jr C V] _N C �C U bA ca O 1n , c, pcO > wo ^ Ca Go °-, V) W cn fo o o a - o o � , c 0 -- C0O 'o0 _ Poyr. :.0 Oo = U0 .O • .m 0 � CO0Cao0Oco cu cc: C's fuo .o 0 0 o o o o 3 v o b .d .a 3 ry" °' o °o Cl)' n o.15 ® �°°' "ccz co .� .- O b H �O U N �. N H 'O C �C ,;ca H rr1 C a "d u V I�Z �Oy y ~04 O aV N H a' H .0 H - N O �- d bA. rte+ o O C� z Q' . .0 O .fes •�i•' �� O Cin ti «1 O °U vii ' O 3 .M- O U >, 3 i; U N (7 N U O ;a y o w_j ca 3 'C� O C .. •~ 6 O v ca `c� .0 ao�i o Ef E� .cQ o.� z° o a o dp °� °� C, U f"o, p `j 4+ 3 a a C M '- - m a. U s" o r•i .- C; H ~ �7 t � 'n - .O � 3 C ~ - .H ai C 2 O N O Z U Ort 'b � s9 moa �=-lova W o °�' '� aC7af a C7 0 fa L7 •o '�' C,3 .a Cd C,3 0 n�Uv•�•-�� OC w0N N aC+ "v aOV" �3•"O V.,.�CuOb�A nG 'd O o-0 rto .0 N n . 0 b N O O> N N �' NC Y. 0 OV > C ~. O � " OO . O N ,O Ca : C C N b U;2 a � Q M V 0 ^ > M w 0 4.4 N .-Co wvCa N 'OCa a 0 N Cy 64 ^ = d C4 o 0 co 0r4 O o a O a Cr O O °a4 o o A .O M C y ° ^ 0 �0 ° O Ao z ° M ..rwa - 0O � Co `a oi , 0 "0 3 , � o - Ep0 Mo o- C o0 fu o o a 0 O 0 'n off va � i0ooo v 0 0E ° .oo `ate` > � Q . trf 4. ej 61 c 30 y an3y HN.'O OvHN •'bocOa `n.cH aUobo oo y a �Nn �vn, ^,-C�. H .� OOuv .� .r� . . V'q a�� UC yy � ,.�- b°� NA•���' .� �H •,N ..oU El to� p ,r -Rofl , ? ° o ° C a ° o 0 . o a a r. o o CHA yU 0 o . gGw k O "o0N 0 —0 1.-1 b M0 0N p cN A . ooo U 0 ° o 0 0 El > •aM a 0 C., N • N a 000 N wC an cYO OtiC > a° U ° C - ^ CO � ,O O 0 fU b .0 C pCN C� � w 0 cd cc . U A � w O � 1 �j.'•LO�OHaTOCCyo.J .aflNCHo r.0�N. "aq�C- '�. OO ti. .°NC .N1..1 c.n�ud. .aNuo ..�HO .°NC� u3nbq Nv•.0o�- ."1 �.0'�.y �hF�-7,' .Nfu yo�� .-oCQ� 1N�-1 a�Q.)+ .�u 'O-1 3"'0F"'S ,iu 'NC❑❑1 ".oda- .Tr~J .+-• CO u C �^y t02bn > >Id� o 0 ao A C — Ca �C�Ca . 10 N NON _wN Ca RN . ° co > o O .tci cd ° Q) ao c u QA OaC OO CIO 0 Ci o 0 U o o a o b o 0 0 ca U o CCc c�U . 3 v ani °o �".� 3 N a; .� n.� C7 H fm cNo oMo '" �t vi I-z 06 � �-�7��0H,*.'•vory.y0>0S3�,...CoQC.�C"..+M`0�er-o ~ooN .•UCo3 'cpoNO" cn .bC ,oN ti° . 0oi °o .goUui .o�C. �•.Nu!r NO ;-"C7 'f7 bb C Ncoi '000'a'' •am~aO Haoj-��or0OCNo1 " ool~ � r •� oX Q4 G.' a+N 3 Nca "CbA u N 3 ° � .oCa •coo'a°a oN ^.d.0 0 > o V o ubA y GC4 ° O Ca U -0 11 0 .-r 's U U 4; mH = o ai `"o . = t,U O N 1 .5 crJ h U ^ h ' � - C w c ~ � A ,i 0 0 oaooM � O ° c 0 a ^ r owou ° � o � .o CS m � C oaVO ° ff � 000oa, oc "O ° oTN C 6 0oa � r d .oHoC•"..� Cl) C nn.. rt ••Ct ..+ ,__, t! C erg co S C13SO�i0��rl © �S�NSIS �9O �S)3 !fll-S _rl�L z© WOi ` 3I 1101:�3N1"1 J IlC } c j "JNd.LS1C] I Il! 2:InSVW/11VI�C �d3ci 3�`JI I I ' 06 z I�'v''1�1'.L01d lll�l��d ZZ z 0 X / .........._.._..__. .....,u... ..,....... ......_......__..._.._ ...__._. E�g i o ` .!ASH ",fid S a Eo) 1 ins A n 3no -40 ! a� a }o sapoo Gu!p;ln ay Il ujun Uf all? SUo1lE?a;�laatlS Put, :�r- @113 (�lli� ?ipU4 '&� 1 � eC 1� i i r aJl c lllao mo ll�m � � �,� se panJIsuo 3 �o,,au;; I aaueliduaUo`uoi uu xa pax. . . ua pall G <T____ IM (jgSN:3- fj!)�O NMOI. l i ZI