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2000-341 BUILDING PERMIT Town of Queensbury, 742 Bay Road, Queensbury,NY 12804 County of Warren (518) 761-8256 VALUE $ 3500 2000341 TAX MAP -NO. 2 6 . -3-1 . 9 Building Permit No. SHERWIN, MARK & CARROLL, Permission is hereby granted to 1 KNOLLS RD. SOUTH Owner of property located at DECK in the Town of Queensbury,to construct or place a at the above location in accordance to application together with plot plans and other information hereto filed and approved and in comphance.with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. MOYer'JAddir�eMES RD. SOUTH QUEENSBURY, NY 12804 Contractor or Builder's Name: SHERWIN, MARK Contractor or Builder's Address: Electrical Inspection Agency: Type of Construction. DECK. Plans and S cifications: 416 SQ Pm DECK AS PER PLOT PLAN SPECIFICATIONS Proposed Use: DECK 32 May 22 2002 $ PERMIT FEE PAID—TINS PERMIT EXPIRES (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.) 22 May 2000'. Dated at the To3 f Queensbury s Day of SIGNED BY for the Town of Queensbury CcaetdbiceWent Officer V e- - -. /6D v TOWN OF QUE_tMURY ep: -W BUILDING & CODES DEPARTMLNT APPLICATION FOR: POKIIES-DECKS- Permi L 11 DOCKS & BOATHOUSES --D A PERMIT MUST BE 013TAINCU I BE"FORE BEGINNING .CONSYRUC-1-IoN. PLEASE AN514LIt ALL ol: 1-1111' FOLLOWING: The Undersigned hereby ul)1>71105 for .1. Buildirl!J Perillit to (10 the roll owl 1141 work whicli %-,Ili 1pr., done 111 accordance with the duscripi;loll , plails .111tt specificat-lovir, sulj1111C1:C!41' and such n1mcii1l conditimis as liltly be 111diciltud oil -tire . y OF E;*l'lItm.­ll LIr '. si i . r1111S Alp * .1CATX0N_ C mj Owner of Property. 14o i-&W 16 2000 P.O. Address TOWN OF QUEENSBUFF13gne # 7 Property 'Location -BUIWING At Q Tax MajY # SubdiVisioll Na.1110 '(If applicable) PERSON USPONSIBLL F.01t SU1UITIM ON or WORK1 0 "U AS BUILDING CODES., Name: ___A�.elr - - Address BUILDING SPECIFICATIONS: Type of work to bb done: Porch Deck Dock Boa thouse (Circle oivu) Size of structdrb to be built (square footavu): Foundation Material : Width Thickness DCI>tll of Footing. below Ur"t Size or Posts or Studs: 1; X x Size of Floor Jois'ts: X /0 X Span Decking or Flooring Material HOW Will Porch or Deck be fastened to building? If Roof, Will 00 111stalled, Answer Followiliq (juListions: Size of';'Posts or Studs: I x x LomU Roof Rafters; X Spacinu Spall Roof Trusses (pre-engineered -spacing): Span Type of Roof: Sl oped Flat ' -Shed .Other- (Circle one) MaLarial of floor: :CONING INFORMATION: -1j Litt 11CAl Niilli:e�'t, tqw y to Is it'll- fildlc -Ito all Sal: back I I'voill property 111les. 511v%v luciaL-itifi or wal.t!j- !-,tjj)j)jy 111,1 location and conrIguraLloll of sleptic disposal ailea- Size of Property: ft. X ft. Existing building(s):: Size 7y ft. X P, f L. Size ft. x ft. --Use of EXisltfiig :Lillf-1114ijult- - - 1-1 Omit N%.J) Proposed structure, cI stance from 1)r o 1)L,F Ey-1�11-10 Front yard ft. - Rear yard Side yards ft. and ft. 'I If oil corner,—setback from side street: ft. DECLARATION To the best of lily kiluwledu" and 601-ler togath r W11th 'Ujo plans "Ild- - -1c _'r 'the SLatemelits Covitailled Ill' this applicaLioll, oposed work to be dolle oil L-lielo' of, allopr slv0C.l.r Lions "1-0 41 LI-180 and C-01111olviLe statf-m-11L #.14-Sc -.1 bc -'r UU i I di t19. Code . tire Zvi,J is g or,1,1 jillice 'd P) --till-505 ;1110 that all provisions or Lhe trig lirwr- to Litt-, s-11401 be C-0-111pliad with, iv11001431^ speci or- 11"t. ;A110- Livist such work ir, by Lit(: owner. DATE: s z t�NATUItc REVIEWED BY COD wner, Owner s Agen A - I onLi,ticLur UNFOR.GLMENT OFFICER, DATE "54&> 5 1 GNATUH GENERAL INSFEC"TIQN REPORT (52$} 762—$25b Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 BayRoad Queensbury,NY 12804. Arrive am/pm Depart rr o" 1 a' Inspector's Initials ] NAME: �\ ti PERMIT# F1 LOCATION: ti DATE: cQ TYPE OF STRUCTURE:_ RECHECK . N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pu se on ite Foundation/Wallpo Reinforcement in PI ce l Foundation/Damppr ofing Back fill Approval Plumbing Under Sla Plumbing VentlVents 'n Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Inten R- Foundation Walls Exterio R- Floors R- Walls R- r Ceiling R- Duct work or piping in unheated spaces R- Prope ent,Attic Vent F ming Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804, Arrive� Depart— , ` � Inspector's Initi --.✓" NAME: , 4L!► PERMIT# LOCATION: Ad DATE : TYPE OF STRUCTURE: RECHECK N/A YE NO COMMENTS Footings/Piers r 1 Monolithic Pour Form Reinforcement in Place + The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent QQ��r gaming Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppin 5 5 oedcMa Pad k8a 710" Hoye Knolls Rd S r, N,t ,T�h1 VIEW ✓� I I:I'Q CUSTOMER ~- GENERIC CUSTOMER / ;d". S5J14100 REF DecKOO!31 / f� Kec MAY G ,� t11c01��U�g��gU TO ~•�•� �,fr ,f/! ! '� �• ���:,�i► '1'IIV�t NCJ U�1.,.�'� Bul I� q u�(GiH,!'i�l.•'II /"�,, '�i;i'�J!I�:.�;!ir.;i i 4{'�'Si 11� REVIE 4;f t L Wgpg ,I ��� ;at�: a•alNi��Iallal�;K�:I� ��?� �!PN DATE : 11,1111, ,' 1 I If?�GII I k! !ilt Ili4! W' CURTIS LUMBER 480 BIG BAY RD QUEEN-SBURY, NEW YORK `548�?S2�8o01 BEAM LAYOUT CUSTOMER -- GENERIC CUSTOMER 460 BIG BAY RD DATE 05/10/00 REF Deck00131 ()1.J1:FNSHtff"1Y, NI.'W Y()RK, T i0l I/(` i fit I IN L W 4 ---_:--tom------- --- ......... ------- BEAM BEAM POST FIOST LABEL LENGTH 00UNT SWAGING A 8' 1 1/2" 2 -11 IW k.I B 12' 1 112" 3 '.) lit,, 0 21' 5 1/2" 4 71 1121, D 1.13, Ill, 4 Post, spacing is mea-4jum.,41 D(,pth of concrete footers ...... 48 i n v. PLAN VIEW 0"URTIS LUMBER CUSTOMER -- GENERIC CUSTOMER 460 BIG BAY RD DATE 05/10/00 REF Deck00131 QUEENSBURY, NEW YORK ('518)'192-8601 �, , !� !1 ,1 i �� � � I ��,� ti I , .:t. . . 1. 0.1 1 0 lilt G)" LOAD AND SUPPORT: Your deck will support a 52 PSF live load. Ind DECK AND POST HEIGHT: You selected a height of 24" from the top of decking to level ground. The top of the deck support posts will therefore be 13.25" above ground level. Your sulesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams. 16" center to center, NOTES The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements, To verify that the suggested design, and any substitutions or modifications. is consistent with conditions al: the construction site, review the design with your architect, Also consult your architect for proper construction and use of moterials in the structure, Be sure to follow the deck construction detail available from your store salesperson. ShenAn Deck Contra ion dated May 16,2000 Typical mouning of deck 4 x 4s 114!Seel lagged to cement and thru bolted tt o 4 X4 - Concrete ind stickwsteel reinforment �, � tt,lr ,C j .., {y, �t) !. tyr i�i...,s s t.H#a1�`5��1,^�,.L�•3�.'V'(�2by 3hr3 �c a.'i� { �, - , :��s 4.b'tt f,.✓•!t irE,.r �..-Y Yi :, .;3'rs :i•}:. v; ! ;aw'i'"'� .:tt;:y t'�, ,?.'' ��X t E.' �.=r'•$5� '� � } ,-. is� H.^a4Y !r� :� in +'or. :,.:;skk�v s T,t,E y'`.M�''�t'{�� �xj7� �. { ».t. ' � �.3 S a,. 1 {„k�.•� "Y'j�. I p t Sy,t r���¢"i: Cr < Gt"7�.Y «;,.�;;^J+.i� S�`'e'z �, r' ;,;:d" 9z, Q , f iX t x. , °f t . � � • s ! - t •�� J f. .�' Q,a cz bed A r z JF:t'� ta$ ...a,y5j ,r r' .-m• tq Im - - ji a59x1 '° N o ` `t 116: a I.14, a , t50 , 1 15 0 �'""`'! � � '.1 gat "1� 1., �, ,,'",n' � • .. l , . 1710 r I.'10 d 9 kc �,� pPO 2 r ao '��(iK� '{ 1:8 s C..4 0 --k 7" �yo 4q {ea .a)_ ' -c,1�. 200 t , Dt (1r� 18 tzaiazo4ti<<-� kZj M p ao s VJ'1 op. w 2 75AC 1.06AC{S) � >9 `�' 4 >,p-`. \. "i. a 1 t !r{ :.+ tOa.Xf.:•on ; cr) co ,,, 2,09AC(S -241 47..27 l.L �00s'' 200.39 o i. ` � sr; • ' t �Ci 1.6 10 12. 200.40 f 200 (25) 300 _