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AST-0370-2018 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: AST-0370-2018Date Issued: Wednesday, January 9, 2019 This is to certify that work requested to be done as shown by Permit Number AST-0370-2018 has been completed. 309.9-3-64 Tax Map Number: 54 MASSACHUSETTS AVE Location: Andrew Cordiale Owner: Andrew Cordiale Applicant: This structure may be occupied as a: Shed 160 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 Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY r t 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: AST-0370-2018 Tax Map No: 309.9-3-64 Permission is hereby granted to: Garden Time For property located at: 54 MASSACHUSETTS AVE 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: Andrew Cordiale Shed<300 s.f. $5,171.00 Owner Address: 54 Massachusetts AVE Total Value $5,171.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Garden Time 652 QUAKER RD Queensbury,NY 12804 Plans&Specifications Shed 160 s.f. $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday,June 29,2019 (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 of sbury; rida , u 29,2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY ST E1"U i�#. A5 3 PERMIT APPLIC I `� i �'7 S ee fJ/� Town of Queensbury �il �� `��� Fee:$J 742 Bay Road,Queensbury,NY 12804 nvoic• #: 05- P:518-761-8256 www.queensbury.net TOWN OF QUEENSE URY BUILDING&CODES Project Location: r :, -4 7 /g'r'il Tax Map ID#: '�&! . � £ /. Subdivision Name: CONTACT INFORMATION: • Applicant: Name(s): /�, Mailing Addre(ss,,C�/�/Z: v�"������a'�� %� &'M' �� F 7"'✓`O Cell Phone: (3i7w' ) 7f4 5/ Land Line: ( -���) 79 .fCi 1,ri Email: • Primary Owner(s): Name(s): � ���� ✓ Mailing Address, C/S/Z: /1--(9-40A/ c/i/fr Cell Phone: (6711 )99- Land Line: ( Email: • Contractor(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: lb"—/i :„1 r . / 0.Age L a / Cell Phone: ( ) Land Line: ( $l V 7 .7() c<fy 3" Email: • Architect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: Contact Person for Building & Code Compliance: �% � `'lJ., ao2dill Cell Phone: ( ) Land Line: _,L) 7 93 c'Tj 3-5' Email: Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 • PROJECT INFORMATION: • TYPE: Commercial Residential WORK CLASS: Deck,Open Porch Solar Panels(w/o rafter upgrades) Carport _Cell Tower Shed Pavilion, Pole Barn, Canopy _Dock _Gazebo Detached Garage Boathouse (with or w/o sundeck) 3-Season Porch Other(description: SQUARE FOOTAGE OF STRUCTURE: 1st floor: /) 't rye 2"d floor: Total square feet: 760 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ o2 7/ 2. If Commercial project,what is the proposed use: 3. Are there any structures not shown on the plot plan? ES NO Explain: " ✓0/` 4. Are there any easements on the property? YES l DECLARATION: 1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and 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. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 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. have read and agree to the above: PRINT NAME: 7 ;/�1` SIGNATURE: i /� DATE: e /f� Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 INSPECTION WORKSHEET (000120-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal AST-0370-2018Permit Case Number:Case Module: Wed Jan 9, 2019Passed Inspection Date:Inspection Status: John O'BrienAccessory Structure Final Inspector:Inspection Type: 54 MASSACHUSETTS AVE309.9-3-64 Job Address:Parcel Number: Queensbury, NY 12804 Contact TypeCompany NameName ContractorGarden Time Granted PermissionGarden Time ApplicantCordiale, Andrew Primary OwnerCordiale, Andrew Checklist ItemPassedComments Building Inspector NotesYES1/9/19 Final Inspection Approved - Shed Installed in location shown on plot plan. Ok to issue CC! Okay To Issue CCYES1/9/19 Final Inspection Approved - Shed Installed in location shown on plot plan. Ok to issue CC! O'Brien, John (Inspector) Jan 09, 2019Page (1) R t ( GARDEN On = LM Site Preparatio'N1 JUN 18 Garden Time recommends 3A inch (#2) crushed stone aboTxt ��i �i,. •or•e spread over the footprint of the shed or gazebo to provide total support Kat•' 'Ct7o6 tend!the stone bed one foot beyond all sides to prevent dirt from splattering the side of your building when it rains. Minimum site requirements: - You need a relatively dry, flat and level Free set up on small units: area at least the size of your building Garden Time can level 8'x1O' and smaller buildings using concrete capping blocks. Checking your site for being level: •. There will be no fee for this service if the Use the illustration as your guide. ground is within 6 inches of level. 1. Stake out your site for the footprint of the shed String Level 2. Attach a string to the bottom of the Ruler stake that is at the highest elevation. Taught String 3. Attach a string level and pull the string taught to the stake that is at the lowest elevation. a - 4. Making sure the bubble remains High Side within level, measure the distance to the ground with a ruler. Vaoden Stakes This tells you how much out of level your Low Side site is! 14' K , ,, yCrushed Stone Foundation '' .i i- r for a8 x 1 2' Staked out location +; j ,r fora 10'x12' •. ��*� Garden Time can do it for you: We will make the pad one foot larger all the way around the building. Price includes leveling the stone on the ground, above grade, that is no more than 6 inches out of level. Sites more than 6"out of level are subject to additional charges to cover the costs. Our rates for site preparation are outlined in the table below: 309.9-3-64 AST-0370-2018 Cordiale, Andrew _ 54 Massachusetts Avenue Shed 160 s.f. NOTICE _ KRAFT PAPER INSULATION MUST BE COVERED BY AION•COMBUSTIBLE BARRIER . lEcEllvE J1UN ; 87JiDf i NOTICE TOWN OF QUEENSBURY FOAM INSULATION MUST BE BUJLDING& "1P.c: . "O"ERED BYA 15 MINUTE THERMAL BARRIER _ •PL. DOUBLE M1T., ASPHALT M GUSOEF N..(VAR., "'4-PL HEAiwNG h'APLT PLTLbOD ROOF SUELMING. 24.E.E.16'O.C. ACING FOR IA LIDa MITE M NOTE.COLLAR 111.INSTALLED REGIONSSA RE GROUND 9NO2 LOAD 1ST..., ONLY. GABLE SA RAR. rr+rrrrrrrrrrrr� OVE.MAD , IBOTU En'p/9 2,[AnFTERs6P!NGFOR �\a rrrrr.rrr_rrr_r� GPnONAU \ �r=r=rrrrrrr rrrr, , DOORI / N'¢1DE LWOMREGIOi-111E irrrrrrr•A9PHaLr rrrr•. 'FJ��� eillillilliz- -nocB.rwAl raNNEcr rrrrr.�I NpuL_ =rrrr� i1 �T �RAFTER TOD SNDulcoMMOTION htE)53P _ oR r rrr �rrrrr, rrrrZ_ I. _ rrrr . EO,AL rrrr=rr r =rrrrrr�� / �N� q-4 D B:E TOP PLATE i c ROATIoW.ER •rrrr rrrrr rrrr N7:1•EONS tDcCM[iCTIT AJrt•WM4 ���a?RA=iER?LAiE covvEcicv _ � �������11 ppD ON 4VIi TllIl 111 CPP 54A2 0/TQ SIDING/ im &4 WAL S1110 r-- 11 y RAFTER TO PLATE [Elk: �`�ir'�)��� �Wa 9ND9 ``,,(fr 6IDNL u ARU:s,- CONNECTION DETAIL nnGN. i lil� � 5/9•,E.SHEAVING SCALE:Se•ILO. tTLE5 aNO 6¢E9 VARIES)` --- TFU.-40 J ORSIDING THE USP-MPAI CONNECTORS Ill S/0'SPLT PLATE MOOR � II h4 SOLE PLATE ', Not' ftTT1RT11 DI L—.J ARE E ADDITION TO TUE-51.ESTANDARD J e •—k RAFTER To TOP PLATE FASTENERS • • • ka N4 P.T.FLOOR xleie a I6°o.0 'Oa ARE(9,lod NAILS TOE NAILED THROAH:HE RAFTER INTO ME PLATE I , " S O.TO 40'-O"LENGTH NA.5.1 # 6'-o TO u'-O U[O1H(VARIES, } .WEN OVERHEAD G'.O'TO K'.o"WO:,U N4R'Es, ODOR B H FRONT ELEVATION SIDE ELEVATIO 4"4PRESSRE iREATED0KID5 CROSS SECTION G ' 0 .."4��� ��� ...cosALsas,CODE. of 4cOOROANce WRH ASCE TCS AND ALL.NSTFL.T.N HALL CCMPLT WITH NE STATE EnENTS OF ANY AND AL APPLICABLE STATE OODD TO MBE S°CE OF •,aK 6 WOE 0.N.AND ALL eHE4THING TO BE.EXT.GRADE I MS ki IN..NG BUT NOT IMHED TO THE FOLLOW. TnN6 -RAF..SHALL BE MIL.TO TOP PLAT.WITH p:00 40.R.CMTLA CODE OF By YORK STATE AND/OR SA L K49i6TmPce _ AS AMENDED OR ADOPT=BT LOCAL TiSTGPAi SHEATHING SHALL BE 6�URO vas SC 64.LS FT3x0 am, F RAFT.9.TPJ AUTHORITY 4PER FOOT EOOA 0 OF LENGTH AT ALL PANEL EDGES,.Sd L ' II I �I I 4 DOUBLE TOP PLATE ) 0 AAt e.t.2HER } PER FOOT.POP ue TO lm n WIND SPEED. 012.1 HEALER m Rrp.5-, PRCHITEDIURA GU ARE FCR M.CONSTRUCTIo OF DEISM n'D SPE.ACOMM Q® O O MAX.PH•Eo PS, /�T Max.PM•T5 POF, WD_ MS THERE HAS NOT BEEN ANT MECHANICAL. -AIMED UM LOAD EXPOSURE CATEGORY B =_ __ �I lo' - A.ECTRICaLCOR SITE ENGMEERING PERFORMED FOR SIGN GROUND SNOB LOAD tS IS PSF,AOSIcrNGTHIS IOW 1 2 I O1NERsioBTAN DEs,GN DATA HSFRCnONa LICENSED UNHEATED,AND 4Rp1�YSHELTEREO mNDT1oN6, I } } } .VY' } } ENGNEE¢FOR THESE 6TSTEME.ENGINEERING SHALL A.cOR LIVE LOAD loo P. == __ - A4 JACK STUD JACK D M CONFORM WITH ALL ING cLDES AND LOCAL no NP _ _ 4 st. — — 4 5IW STUD G STATE M. TRASEIRREE SHALL BE MSTALL.ON A PROP., PLACE..PI ExPOSII.C AND/OR WIND-BORNT ` N I'�— Jo Y•ILL Jli [SOLE Pv.TE PviE_= —_ 1 _aoOR Lme — g ,q M ¢y m QJ SIA.TON9. 1 6o sax CPENMG WIDTH# -1 5'a•MOH} T]. } 1'-It' } -lOq' } } r-n• #:_# OPESING OF NcIN4 TYPICAL DOOR FRAMING DETAILS SKiD PLACEMENT e.AL ��:y . AT LOAD BEARNG WALL LCCaipn'.5 S-; FiL-ET P 51 G OES"S4RT.fv.IF4 �- to ;k*VP-Is P TDATE A.,..,IS.2DB s\ - P '�I1 ROBERT R.DESMARAIS,JR.,PE TYPICAL CAPE COD STYLE SHED (G GS439 i STRUCTURAL ENGINEERING DATE S/15A3 SCALE I/d"=ILO"p., �. 1410NEWTON ROAD fi!JP BO'•�Nyk7 LANCASTER,PA 17603 • REVISIONS P.N. OS-ID bNEET NO.I OP 15 (7FiENA0Vnq,°NC 000O3OR405sOIDTHIS BOSUNSH TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination,compliance FILE COPY with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York Skate. 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