Loading...
2024-0539 _; Office Use Only ACCESSORY STRUCTURE Permit#: 2.1S)-21,- APPLICATION (e)5� � Permit Fee 742 Bay Road,fzueensbury, NY 12804 Invoice P:518-761-8256 www.queensbury.net Flood Zone. Y TYPE: ; Reviewed By: k A-1%Th__ Project Location: 7 J3 12D5 411 9 J Tax Map ID#: 7 l�(�• '"i� L 1 Subdivision Name: PROJECT INFORMATION: TYPE: NI Residential ❑ Commercial, Proposed Use: STRUCTURE: ❑ Boathouse (with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower ❑ Deck ❑ Detached Garage (>300 s.f.) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp `x'Shed (<300 s.f.) ❑ Solar Panels (w/o rafter upgrades) ❑ 3-Season Porch ❑ Other: kgi , � :.1-o lV4::3 SQUARE FOOTAGE OF STRUCTURE: 1st floor: 1( TOWN OF QUEENSBURY 2nd floor: 5UILDING&CODES Total square feet: I�t0 Brief description of scope of project: 6 1!)- O f 004 . 5`y" uci ofz 's Accessory Structure Application Revised May 2024 ADDITIONAL PROJECT INFORMATION: Cg 1. Estimated Cost of Construction: $ 2. Are there any easements on the property? I 'NO ❑ YES 3. Are there any structures not shown on the plot plan? RCNO ❑ YES Explain: DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans, additional reviews and re-approval. 2. If, for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. I certify that the application, plans and supporting materials are a true and a 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. 5. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 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: �c� L kS\-\. 0 Q\1 SIGNATURE:? DATE: \ C7 \. Accessory Structure Application Revised May 2024 _. CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s):\L c\) Mailing Address, C/S/Z: ��``1____ '�'Q , v� ,�;(Z� `nN Cell Phone: S ? % -- L a 0-S�dj Land Line: Email: `\ �.�yroe`- 1 e ^sc� 1/4.\ Primary Owner(s): Name(s):k__°=rYO^P\ _ `C V '3 20C— 9l►2-1 Mailing Address, C/S/Z: `1 ' a_n 1 _ J Cell Phone: 3 V ,-`1c �.Q-cS 4 --S, Land Line: - Email: r\r . c'oe'?\ ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): �, .Cm�- N cc., Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: . V%_`-j 0`3 - S X ;A73 Q2 Email: **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Contact Person for any questions regarding this project: 1--77-0 X\ 4= --C) Cell Phone:.\ e ` cAlP A 555N` ` Land Line: Email: c-o r'+> Accessory Structure Application Revised May 2024 . 296.5-1-14 2024-0539 Monroe, Linda .........._........_.......... _--._..._ 7 Birdsall Road Shed 160 s.f. IS.PLYWOOD OCiBLE GIWET nePJ h•...PLY PLYWOOD ROOF SHEATHS. AeRIALT DWNGLEI NAMES) h•4i'LY PLYWOOD ROOF WEANING b4 RAFTERS•N.O.C. 244 RAFTERS•Le 0C. NEE V•0C.SPACING FOR 4•oat NNE N MID IY D.C.3PACNG FOR J.4 RARER REGIONS WHERE GROUND SNOW LOAD I5>55 P604 4'W.DQ Mai INREGIONS MERE GADLE FELT GROUND SNOW LOAD E 75D MIN/�/rl/Ir/r/r/r/___ I I0OTH T0057 INEENEMENENIENIIIMEINMEMD+`/+`+`W/`INNINEINENNEMENEMINIMINIIIIIE E++��I,I'I'IIIi CELLAR TIFA FNOTE CELAR Tlm ND1ALLFD• -MO^'E.TPA'DGE :---.(♦_r/���.� � 6FP E� ATEOR E:G61AL m:STIN-tPD PERMATNP.SPECIFICATONS. b4DOWSLRTOP PLATE Or@n _ AT RARENPLATE CCNNE• ION A{JLY.PASCIA 6CSRI//; I6v TOP PLATE WWEKJp O!IDme yd T•UI SDOEG7 °T4 WALL OT1A � = 'AFTER TO PLATE - - b+WALLlTDpv• ALLCONNECTION DETAIL aro �, � v' ulhV ATSCALE.15 .i'-0° 1111 OR We TFIIS DILG WLEPLYWOODFLOOR iu NOTE THE Il6P.YAAI CANNEOTORe Ab4 SOLE PLATE �_ ARE N 40010ON TO THE DTALOARD '• `y RAFTER TO TOO PLATE FASTENERS . Qyg f — _ 1 WWI ARE 13.1100 NAILS WE NAg)O • R R R 2N P.T.FLOOR JOISTS.IV O.C. 10 N _, 1110014 J THE RAFTER D00 WE PLATE 6•-0'TO tO'-0'LENGTH NAMES./ 6,0'TO 14'-0'W[DTN WARDS) N•O.c.WHEN OVERLOAD DOOR U YSEDJ } UC TO 11'-0•NOT4 NARIES/ FRONT ELEVATION SIDE ELEVATION 444 PREp611Re TREATED SK105 CROSS SECTION BELONG CODES. -DESIGNED N EMI ACCORDANCE WI ASCE 105 AID AL• p1 GONRUCTION SHALL COMPLY WITH TIE 2020REDIDETTAL CODE OP NETS YORK STATE I `URN+ I WR R NTTAND REQUIREMENTS OF ANY DI AND ALL 0Th O AR REGULATIONS .ALL WOOD TO DE T 6P°J co tY. 7 \ 1 N.P.T.FLOOR 4 603.0 AND LOCAL DIADEM CODES LL IENG, .ALL 118 SHALL TO 14 K. GRADE 1 ROOF RAPIERS RYp.J II II ` II ROOP RAFTERS(TYpJ ARISES RYP.1� D. ST FJGWDRHfi MR NOT LIMITED TO THE FCLLOIY.NG. RAFTERS SHALL BE NAS.ED TO TOP PLATES WITH u u l 4. 2020 RESIDENTIAL CODE OF NSW PORK STATE ANp100 nl Ord TOE NAILS ITTRJ _ b4 ENABLE TOP PLATE bt ODJELE TOP PLATE I 1 A0 ATIEIW.J OR ADOPTED SY LOG1L INGECPAL 4100P DNEATT NG WAU-SE SECURED 0ATN M.)6tl NAILS 640 P.T. prq 7f7 MINORITY PIER FOOT OP LdGTH AT AU.PANE. (!1 6tl r� N M HEADER y WAWA pK0 nTP.21 4....0. FLAILS PER FOOT AT ALL 00492 LOCATIONS L�J© C�E ny%.Pe.60 PEP) TMAN.P .B peEJ ETEUEERNG NOTE. WALL SHEATNNG WALL DE SECURED WITH O16G NAILS • °• ,,, THESE DRAWING5 ARE TO EN USED ONLY AS AN PER FOOT.FOR UP TO 00 FIFE WIND!PEED. Ir�j' (rl���-T' . 14 . ARCHITECTURAL GUDE FOR THE Cb7L4TRLCTON OF M 11 DESIGN 3.0 SPEED lb 120 PPE CAT �J p I = } 2''I• } Y.TOy } Y.Ipll• } Y.r } The PROJECT. WE NOT BEEN 05 MECHANOAL v1e6N1ED MO LOAD 66404 OATEGORT. Ilj�' ELECTRICAL OR SITE ENGNPERNG PERFORMED FOR J1AK,DESIGN GROYNE!TURN LOAD LL TS PM,ApRCiNG0 b4 JACJC STUD b<JACK STUD 1Y TjpE 1UIU PROJECT.IT SHALL DE THE RESP0T150LITY OP 01005ERE D PARTIALLY SHELTERED COSDITIONS, i° ' OTHERS TO ODTAN DOWN DATA FRM E O A LICENS W�ATFD.AND Y.O.6O — . b4 STD —= Jyl MUD 1 El 0 CNG'NELR FOR?M.D.! ENOf i SYSTEMS. GINEE SH RING ALL -FLOOR LIVE WAD b0 PEE I - } T-bY' } 7.bY' } Y-UOIE' } T-bY' j CONFOREI NTH ALL AFPLOA9L6 LOCAL AND/OR 0 • LIt SOLE PLATE Sao POLE PLATE STATE BUILDING CODES AND REGLAATONS. CONDIAT TEONNOAL DEPARTMENT FOR PRODUCT — — µ. STRUCTURE SHALL SE NSTALLED ON A PROPERLY PLACEMENTN EXPOSURE C AND/OR W1D-DORN —• R�.L.Nt;_ R OOK L5 _ PREPARED d BGRADE.DOS.0FARDIG CAPACITY MULL DEBRIS REGOW - - et GASADLE OF e. 635nIG a TOTAL eEzvkf 1 6--0-MAC OPENING WDTN I, 1 W.O.MAX I } 0.04 } r-n• } TA0ll } Y-bY• } C-1E' }r-py } GRAVITY LOAD OF 550 F ALONG THE FRONTTEAR CE'3EN5 O)aTH ME DOOR.FRAMING DETAILS SKID PLACEMENT DEAL AT LOAD DEARRN WAL L 4LL LOCATIONS � .NEI1, y.c.y. 0 D.Tp0 D4., i a PLOT DATE 4/16/21 \ r •.1mte i—n 1 `�ItO G6 U • �" / ///� TYPICAL A-FRAME STYLE SHED ,� /n� IC—N DATE sg6/21 SCALE V4°•1'-0° \� ' °\! D� �Lµ/ '+ REYIBIONS P.N. 08-IS cs 1 SHEET NO.1 OF 1 Ya 9-D:L ZO vy ONO Ev - �m= ZZ min O 1-F"-00 7�CZ AA rSUml N NOZ NZNp"� " CD -1 L7m CNm-iY m➢" ➢N➢O SOm Zf O.y mr O _ NHS CZZD COONIn tim - Anm �N OO mOOG= D *,` mr0 pp z mm - - - ��c> z!as�p 0Z�Omo - - - mm'- fmNo c oma-a 0 m p ODD o-n ow 00 - - COX OOz Nm m = - �cnN Z;u m mCv NN➢ NZ y - vt�n m a 76p.01. ;y - h co txl O b F 8R u N y m ➢ 8mN+cf000 m m - - - .. �.Z w z c z z pz ' m m 0 00 z=z b ,.r N Z O 00 y O m z n g ' n N V � V na O - ._ . 9C. d- V c §yy � a + Ir I m9ZNm0 D cm No{Zn v CD TZ p �� O o ZmD�� p, O �vyv o Sig -A) �� -- rnm�-mrn o0 m A G..J SD r� zovNzm ��CUC7� >o w O . CD� v + (n iU CC Z^O Z 6 � �C G)-n -➢/ n� m ter-¢` to rn o fA �Q N t( o_�7D72 i'tl c•eyco .�v-�W o r Q1D® rn CD CD tiN A o � Q ti � 0 o o m y14 in. ru O zYAP RSI. O A Z - A r� C ru N O O ru ZI O I+D _< - u UI + O z