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2014-119
4,0TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140119 Date Issued: Tuesday, June 24, 2014 This is to certify that work requested to be done as shown by Permit Number P20140119 has been completed. Location: 183 MEADOWBROOK Rd Tax Map Number: 523400-296-016-0001-005-004-0000 Owner: JAMON & TINA STONE Applicant: JAMON & TINA STONE This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY Issuancewr of this Cerponsibcate of plianDOES NOT relieven, a then property n #iipte owner of the responsibility for compliance with Site Plan, Variance, or �/ �d other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20140119 Application Number: A20140119 Tax Map No: 523400-296-016-0001-005-004-0000 Permission is hereby granted to: JAMON& TINA STONE For property located at: 183 MEADOWBROOK 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 compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JAMON & TINA STONE Garage Detached $18,000.00 183 MEADOWBROOK Rd QUEENSBURY,NY 12804 Total Value $18,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2014-119 Detached GARAGE 576 sf Cross Ref. AV 61-2013 approval by ZBA $86.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,April 23, 2015 (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 To of Qu nsb A W• i e:o ay,April 23,2014 SIGNED BY ,; � for the Town of Queensbury. Director of Building& Code Enforcement Town of Queensbury Building & Codes Office Use Only NECIEBNYIE --` ACCESSORY STRUCTURE APPLICATION Received: I Tax Map ID: agto(LOW Fl St AIR 16 2'1k A permit must be obtained before beginning construction I y_ t Permit No.: For any structure other than residential principal structure(house)to include, but Permit Fee: Ti,. fl TOWN OF C-DES Y not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.: Refer to Informational Brochure No.3 Accessory Structures-Sheds/Fences , -V ,/_?O/3 54 t'`7 10�o(j Date Applicant J -c) 57-6,4 'S/ TaxMaplD -9(P //60-1-5-,4 Address 7 14 Zoning //__t� Phone Owner jet^ o n S7 n r ContractorlAgent Address tad •u ci---Address Z ♦ Litt F0 Phone . . riga Phone Contact Person for Building&Code Compliance:i� / �_ Day Phone: Building Street Address: /g-3 A U� A-Aerw.c,-Lrfr, 5 Subdivision Name: Lot#: 3 Historic Site: Yes No Estimated cost of construction: $ / bo 6 Are there any other accessory structures on property? If yes,please list: Type of Construction: Check all that apply Please indicate measurements as required below 1st Floor sq.ft. 2nd Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck Deck Detached Garage(#of cars 2 ) S CoSf. qt.) C.ST Dock Pole Barn Porch-Open **Porch-3 season, Covered, Enclosed Shed Other Accessory Structure(s) **Considered floor area& must comply with FAR(Floor area ratio) requirements if located in the Waterfront Residential zone. Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Please include two(2)sets of the following documentation with the application fee: 1. Accessory Structure Application cc 2. Plot plan drawn to scale with the use of a survey map,if possible[40 scale-1 inch=40 feet] a) Indicate proposed structure,showing setback dimensions from all surveyed property lines • b) Show location of all existing structures on the property c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan; Foundation Plan;Cross Sections; Elevations 4. Registered Architect or Engineer's Stamp (signed &sealed) under the following circumstances: Residential addition or alterations with construction costs over$20,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. 2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application date. 3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance,and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1.2011 (INFORMATIONAL) Residential Building Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only,must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens, bathrooms,garages,and unfinished basements; • All receptacles must be tamper resistant; • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code Requirements • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant; • Programmable thermostats required; • Lighting must be 50%energy saving light bulbs; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection Declaration: 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 and 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 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: A I 0 �7�0 Signature: Date: 41/8-6y Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Queensbury Building & Code Enforcement - Residential Final Inspeycttio Office No. (518) 761-8256 Arrive: am/pm tid; ._ 7�` l am/pm Date Inspection request received: Inspector's Initials: r ,i�l`ir NAME: PERMIT#: 2-0 C LOCATION: Mr 520 r r<_9 DATE: TYPE OF STRUCTURE: (14-11- Comments: Yes No N/A_ 4" Building Number Address visible from road Chimney Height/'B'Vent/Direct Vent Location Fresh Air Intake inch Plumbing Vent through roof minimum 18 inches --- Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 Inches or more Guard at deck,porches 38 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 8 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window In stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: _ Every Bedroom: _ Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum/"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure /r Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan _ Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required ✓ Flood Plain Certification, if required Okay to issue C I C or C/0[Temporary/Permanent] LABulding&Codes FormslBuilding&Codesllnspection Forms Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10,Revised 04/13/11 Town of Queensbury Building &Code Enforcement -C L I�JLA totals_ a-- Office No. (518) 761-8256 fl Framing / Firestopping Inspection Report Inspection request received: Name: $Q,.Mo n s+rs,n a Inspected on: S a9-11 r-!7 Location: l $' 3 t1�I��n�tc��rb,o K Arrive: Sr, � a.m.l .m. Permit No.: J' �I'- l/� Inspector's Initials: /_, — TYPE OF STRUCTURE: '3arca5c / Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum / , Jack Studs!Headers v i/j Truss Specification Provided ;v/ Bracing/Bridging Joist hangers Jack Posts/Main Beams V Exterior sheeting nailed properly 7 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. �! Notches!Holes!Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space 1 Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off, if required Framing/Firestopping Inspection Report 'fug s 9Qm Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ant/pm Deparram/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: J S--En/�e PERMIT#: 1 'f— I j9 LOCATION: / 7S M N(DA ncaLornn , INSPECT ON: -02O-/y TYPE OF STRUCTURE: /'� A�,5�� +� l� Comments gyp , Y N N/A Olin Piers - vlenolithictSlab 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 Footing Dowels or Keyway in place Chi•' `_ Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\BuIlding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM lhvn4c / - 3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection u- ' tv Queensbury Building&Code Enforcement Arrive: `=LI : 1./�„ - , .: : am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials.e NAME: C S40n€ ORMIT#: I– / 9 LOCATION: l 3 IhPmd eIAD b Pt-4( INSPECT ON: 5-!9'-/'9 TYPE OF STRUCTURE: Comments Y 1V / NSA oo Piers pjMai$tithic Slab 'e-e_KVA \ Fc1 Reinforcement in Place 1 D M O9_ o L3 @ kk 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM VIN' ALUMS VINTL VINYL DBL. 4 REAR ELEVATION )PTI1 e scu FLvsnmc [DRYER ➢0 l dWN'G FIELD BUILT 3/0X5/0 BARN DOOR CROSS SECTION THRU DOOR ACTUAL DOOR DIMENSItP 1'-4 9/4^ s1. EAVE DETt tlllll /RI pRQ�'"yI e` RO Too ,^ OF QUI ENSBUR BWG DEI ARTMEN Based on our lir ted ear nination. i ��.. I2 uoo. Tevse 19 / o Hasa mm.a a .u� a/ p a III aml.c VINYL OPTION SAVE DETAIL T—'111 OPTIONi TRUSS OPTIONAL DISAI'PEARING STAIRS i I —END TRUSS 2Xd RAKE LADDER G / / WAA L SH LL SHEATHING WALT{ STUBS BEYOND OPTIONAL,` RAKE LADDER FRA�TN[ING;. DETAIL NOTE CHECK,MIfH LOCAL BUHIIING DEPARTMENT,.`REGARDING USAGE OF ICK NU WAFER SHIELD AT TILE D.VES. .ROOF NOTES 0 ROOfI SRINV[E9 {SF kLLT. PAPER J t/x hd R0dI1CATI{R{C RV IPS B 21 x4 OC n/.BO LIF !'.ROVA"D SNOY( LI..O OR 10" OC D/_i0 PSY GROVNU 'NOP CONI THUSS T 9 NfTAL BOD BOOK 1%eFPS01A 12 x/B PLYWOOD SOPFIT S/,S3 SOFFIT OAILbL$ 3/4%4X8 TAU OAR FLOOR SHEATHING GLUED k NAILED '10 ATTIC TRVSS ° m L. maw WALL NOTES mpllance IXI11IU �INB W DL trued as TREATED x%, ➢OTfOM „L.1TE - Is are in I"''rco-s U ' 1/x" F'OUNBAT ION NOTES I/z %lx ARCO BOLTS 'PACED A HAX OF t{ OC AND ' '1x IN FROM EACH EN F.I.WALL OVER 16-M. EP COND. FTC BEHALF. W'(2 /2 Nk REHARS , CNMRS OVER LOMPAC'IED. t SOIL SLAB REINF. W/ BXB W.W.M. CROSS SECTION w/ TI l l OPTIONNOTE: IOENDAIIDN MATERIALS ARE NOT PART OM PACKAGE PRE—ENGINEERED ROOF TRUSSES ARE DESIGNED TO RESIST ROOK LOADS OE, IR PSF GROUND SNOW LOAD w/ TRUSSES ® IB" OC DD PSF GROUND SNOW LOAD w/ TRUSSES ® 24" OC I. DEC TOP CORD DEAD LOAD "a 30PSF BOTTOM CORD LIVE LOAD INSIDE ATTIC AREA 10 ESE DO'FTOM CORD DEAD LOAD D0 MPH WIND LOAD IF THE ROOF LOADING IN YOUR 1 AREA DIFFERS FROM THE ABOVE. SPECIFICATIONS, PLEASE ADVISE YOUR CURTIS LUMBER SALES PERSON IMMEDIATELY. TOWN 01 UIL NNG r-QI COr)i�c, r -if- -- 24'X24' ATTIC 2—CAR GARAGE PLAN Scale: 1/4"=1--o" APD`O,ed Drawn By: SRF Date: i/Aa/oa I I Job No: Title: EUVATIONS/x-SECT. Page: 1 -GURTIS LUMBER CO—INC. R-VAaivverl By. �. APR 16 2014 TOWN 0 F ENSf3 ej ILDING & C - ijfI`I'll9 TO, IRATE 1• E- ♦ eoc 1' v 11 1/4" 10" TEP V IS 1/4' Y 1- � 1. 9 1/2• l•-0 © 1e 3 1/2• (t FBI 1. I. LEFT II.WL 1-Q/, 14'-0' SECOND TOP PIATE 3 ALL WALL' FRAMING VIEWED FROM EXTERIOR _ _FRONT WALL �5 N � REQ nna z WINRON BCHH.DOLE 1ewo nenR HALL *_____ I I NEnu vsB 2080 µ0 2 0X0. 0' _ Y.S• C.. -t3 "u.- .u�•«+n )"t .r u.s' r-y,�.u4cum ROOF TRUSSES ABOVE b 24' OC FOR ]0 PSF GROUND SNOT to. tl 10' OC FOR 85 EST GROUND SNOT LOAD e.o. e'-1 1/2- T' -O —_� I r__—___ --___r I I I I I I I I I I I I /4' I R.O. e'n 1/z•xT'-o s/a• ' H[, FRONT BALL FLOOR PLAN INIT ; N1, VSH2O]0 2'-0" z/ee E z' m 5/e• ! FBI 1. I. LEFT II.WL 1-Q/, 14'-0' SECOND TOP PIATE 3 ALL WALL' FRAMING VIEWED FROM EXTERIOR _ _FRONT WALL �5 N � REQ nna z WINRON BCHH.DOLE 1ewo nenR HALL *_____ I I NEnu vsB 2080 µ0 2 0X0. 0' _ Y.S• C.. -t3 "u.- .u�•«+n )"t .r u.s' r-y,�.u4cum ROOF TRUSSES ABOVE b 24' OC FOR ]0 PSF GROUND SNOT to. tl 10' OC FOR 85 EST GROUND SNOT LOAD e.o. e'-1 1/2- T' -O —_� I r__—___ --___r I I I I I I I I I I I I /4' I R.O. e'n 1/z•xT'-o s/a• ' H[, FRONT BALL FLOOR PLAN INIT R.O 111HTH} R.O. HEIGHT VSH2O]0 2'-0" z/ee E z' m 5/e• ! �S�VB 0X] 0110 0' 1 1/2" ]'-0 9/4• 3/0 5/0 9'-E 2/0^ S'-1 ]/0' AS IB 011 DOOR IAMB/FRAMING DETAIL 3A FOUNDATION -PLAN LENT WALL L 15 1/4" IB" TYP. a TYP �i� 18" 151 # 15 1/9" 'l'-01/2 ,.x... l PRO EbT10 ELAS ow*' 1 ii1� R�I� 1/0"X12^ ANORII OR BOLT L'� 111 71 �I III ' GRAD 171111 �- II II II III III coxencTRD sal, -�II—Illi JI .111 III FOUNDATION MALL 0 0 b FOOTING �"' � 5a� ✓ REIYF e/ z /4 s� �S�VB Q C2Eo� REMS CONTINUOUS V 9aR2 TYP \� �--- I I'T I I � I I I I I I I � UI•EXC VARED T/ 4 tort LAR PROoven. T GI G, 1. 'REI 'EAR IEINM. T/ 0X8 EA 3c I II I I I I l I II ® I I I DROP 'LADED AEPAE I I EUD IO POUR OVER ♦ TYP. 0 -PLACE'S AS IB 011 DOOR IAMB/FRAMING DETAIL 3A FOUNDATION -PLAN LENT WALL L 15 1/4" IB" TYP. a TYP �i� 18" 151 # 15 1/9" 'l'-01/2 ,.x... l PRO EbT10 ELAS ow*' 1 ii1� R�I� 1/0"X12^ ANORII OR BOLT L'� 111 71 �I III ' GRAD 171111 �- II II II III III coxencTRD sal, -�II—Illi JI .111 III FOUNDATION MALL 0 0 b FOOTING Nr k 3i 1 `Y F� ---".--mow.,.¢ �"' � 5a� ✓ d' �S�VB Q C2Eo� 9aR2 TYP \� �--- Nr k 3i 1 `Y F� ---".--mow.,.¢ �"' � 5a� ✓ �aXt2� ' l�LtL1 LYl'J L"1�LW:IlY Y.,LSO - \ REVISED NOVEMBER 6, 2006 1 AND DECEMBER 1, 2006 \MAP BY VAN DUSEN & STEVES OFA PROPOSED SUBDIVISION TO SHOW ASPHALT DRIVE MADE FOR RICHARD SCHERMERHORN AND PROPOSED GARAGE BY VAN DUSEN & STEVES \ OTHER IMPROVEMENTS MAY DATED MARCH 28, 1995 EXIST ON THE PROPERTY LAST REVISED MAY 25, 1995 \ THAT WERE NOT LOCATED. 2 FLOODWAY INFORMATION: MAP OFA SURVEY MADE FOR \ JAMON H. & TINA D. STONE PROPERTY IS LOCATED BY VAN DUSEN & STEVES WITHIN FLOODWAY & DATED MAY 19, 1997 100 YEAR FLOOD BOUNDARY AS PER FEDERAL EMERGENCY LAST REVISED NOVEMBER 6, 2006 U'UNAVi tititiJJJ 0 m\ �g \ LOT 3 \ \ I Area 20249.93 sq. ft. IW 0.46 Acres V. LANDS NIF OF - RODE (0 �\ CII of � I I I 1 i N I I. POND I LOT 4 LANDS NIF OF WIGGINS oil y PERMIT PLOT PLAN I HAVE PERSUPIALLY MEASURED THE DISTANCE FROM THE PROPERTY LINES TO THE PF POED SII UCTURE(.S) OR SIGNS) D �E I 26.3 I a1.3 I POOL I 6.T PROPOSED .HOUSE 2*5ECONO5TORY DECK — ° OVERHANG N _ DECK N � -�1 OI 8' 5 .0 PROPOSEDL-49 24'X 24' GARAGE 1ao.00 6001= 17°w6.1 �G LOT 2 i LANDS NIF OF WEATHERWAX Map', of a Survey made for Jamon H.', & Tina D. Stone Town of Queensbury, Warren County, New York (� 3 �W L TOWN OF itUEE� NSBUR' BUILDING & CODES rn N NOTE: MAP REFERNCE No. 2 WAS REVISED NOVEMBER 6, 2006 AND DECEMBER 1, 2006 BY VAN DUSEN & STEVES TO SHOW ASPHALT DRIVE AND PROPOSED GARAGE OTHER IMPROVEMENTS MAY EXIST ON THE PROPERTY THAT WERE NOT LOCATED. FLOODWAY INFORMATION: PROPERTY IS LOCATED LAND, WITHIN FLOODWAY & 100 YEAR FLOOD BOUNDARY AS PER FEDERAL EMERGENCY U'UNAVi tititiJJJ BEMIIIQ A I CEti= i S A°°InGN TO A IUJRAY AIfl1`190N SEN. S A G S IIOW NATIONAL FLOOD INSURANCE PROGRAM jl� CX. VIA lIOt4 N N? Y GF bn 72 , SUB-gh9IX1 L OF 1xE 'L YGR4 SIESI EFFECTIVE DATE JULY 16, 1984 BASE FLOOD ELEVATION FOR LOT 3 = 305.30 NEW M Tw OS TILE 11Y S IROS °PI VIE OF MS SUNVEY LOWEST FINISH FLOOR ELEVATION = 305.75 S ED "m MM1tEn Wnl NI SSEB. GF Na SUNYEYORS SERI BE - BE V&I RM ( GJxSIGFREn i0 BE VNIO " CIES.' 'aNmu INacNIEn xwEa+ spam mni T n � Bm IWS G CO E If vR PMED IN NGCONGMCE MIM a E%ISIIIE OOOE (f PRACECe FM UNO SVNYEYOflS MGPIE➢ BY INE Nen Sins 0.55G OF flflQ`uN9 . �++ V LI � OOS - IMG SURYEYON VNS SMNL fl Gf1EY y r- R MI,B,MILE WRA TO INE PERSON WHOM YNE LS oV MD - ON WS SFNMf IV IFIE AIwiEN°, NMT, GOYFANMNnO O my, 169 Haviland Road Queensbury, New York 12804 STINIAO o`n',E W"TO M. M° M (518) "792-8474 New York Lica No. 50135 ' i LANDS NIF OF WEATHERWAX Map', of a Survey made for Jamon H.', & Tina D. Stone Town of Queensbury, Warren County, New York (� 3 �W L TOWN OF itUEE� NSBUR' BUILDING & CODES rn N NOTE: MAP REFERNCE No. 2 WAS REVISED NOVEMBER 6, 2006 AND DECEMBER 1, 2006 BY VAN DUSEN & STEVES TO SHOW ASPHALT DRIVE AND PROPOSED GARAGE OTHER IMPROVEMENTS MAY EXIST ON THE PROPERTY THAT WERE NOT LOCATED. FLOODWAY INFORMATION: PROPERTY IS LOCATED WITHIN FLOODWAY & 100 YEAR FLOOD BOUNDARY AS PER FEDERAL EMERGENCY MANAGEMENTAGENCY NATIONAL FLOOD INSURANCE PROGRAM COMMUNITY PANEL NUMBER 360879 0026 EFFECTIVE DATE JULY 16, 1984 BASE FLOOD ELEVATION FOR LOT 3 = 305.30 LOWEST FINISH FLOOR ELEVATION = 305.75 2 8/27/13 GARAGE/DECK PROPOSAL 1 8/09/13 GARAGE/DECK PROPOSAL NO. DATE DESCRIPTION E S-1 SHEET 1 OF 1 STONE C 1 936 DWG. NO. 93057-3