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AST-0249-2023 ,Office Use Only ACCESSORY STRUCTURE Permit#: O2-1-t-cA 20z_3 PERMIT APPLICATION Town ofQuee ry Permit Fee: $ *5FJ 742 Bay Road,Queensbury,NY 12804 Invoice#: ViP P:518-761-8256- www.queensburv.net Flood Zone? Y Reviewed Bye�J- Project Location: /9 )4A-,1,,o ..4vi/il/. Q1.,..6;A:A4.r. c, ,, / Tax-Map ID#: e23 9, / V -/ - Subdivision Name: _ GEg l PROJECT INFORMATION: D \E TYPE: Residential ❑ Commercial, Proposed Use: 5 2023 STRUCTURE: TOWN OF QUEEMSBURY t CODES [�ulLl:�sl���?` ❑ Boathouse_(withor w/o sundeck) ❑ Canopy Carport ❑ Cell Tower O'Dea ❑ Detached Garage (>300 s:f:) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp ❑ Shed.(<300 s.f.) ❑ Solar Panels.(w/o rafter upgrades) ❑ 3-Season Porch ❑ Other: • SQUARE FOOTAGE OF STRUCTURE: 1st floor: 627,2o Z-C". 2"d floor: Total:square feet: 02 7,2 Brief description of scope of project: ,C2;��i/o Ol G��l •�—/ /0 i,°�✓ Accessory Structure Application Revised November 2022 c 7 R ADDITIONAL PROJECT INFORMATION: 1: 'Estiniated Cost oT Construction:'$ 02 G 2.. :Are.there any structures not shown on the.plot plan? ❑ YES )ff NO._Explain: 3. Are there any easements,on the.property? ❑ YES NO 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application"date;100%Of the fee is retained. 3. If the work 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 ofthe work proposed, that all`work willbe 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 surveyby a licensed land surveyor,of all newly constructed facilities prior to issuance of a certificate of occupancy. l:have'read and agree to the above: PRINT NAME: e/rt" /0�,,i.r/y /��,{•j y�� SIGNATURE: -DATE: PX)R Accessory Structure Application Revised November 2022 • i CONTACT INFORMATION: PLEASE PRINT.LEGIBLY OR TYPE,:PLEASE INCLUDEAN:EMAIL • Atmlicant Name(s): Mz/z-v/.0 Mailing Address,':C/S/Z: /9k/t> /,-.)/s2/,.. 4.<, Cell Phone: Land Li-ne: 5-7„ yyS 6-/z2 • Primary Otrtiner(S): N a m e(s): A-c-ec--/A- Mailing Address, C/S/Z: //c3--)A,./C# iV/A7a Kr Cell Phone: .4-7r-- ye-9 - (-7 "../C Land Line: 1r97 Email: Check.if all"work will be performed.by propert):, owner only e- Contractor(s):: (List all additional contractors on the back Of this form) Contractor Name(s): //3 , (o Contractor Trade: GTh, c,f ez,-.7"-zX Mailing Address, C/S/Z: 2 Cell Phone: 3-7y--- - Land Line: s7'4F--. Ar/72' .P7ri a Q_ 67/774,/, **Workers Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business'Na me: C/-4,v_Ail".7v7z- Contact Name(s): Mailing Address,C/S/2: 6-6" / 47A/,' 41/ rfr7 Cell Phone: - Land Line: 5--/cF-- 7C6 90' - Email: ./90-1%,,,,,A.-",z.---)0c-c..45-ce:71-ea .7 ,/„ Contact Person for any questions regarding this project: -4\DpIvc--e, Cell Phone: Land Line:Accessory - Accessory Structure Application Revised November 2022 -2--)4ck--`24>.:3 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) Y fj Two (2)full sets of plans Auar Over 1,500 sq.ft. requires engineerin stamp �!! Design loads on plans: 115 Wind Floor Loads 40 psf (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas&Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties Window schedule with glass size & main doors/Air leakage< .5 cfm for doors,< .3 cfm for lK�k windows/Tempered glass in bathrooms p t,fr5" Door schedule/Main entrance 36" door Emergency Escape or Bedrooms&Habitable Space Above-grade: 5.7 sq.ft. /v 1, Grade: 5.0 sq.ft. 24" (h)x 20" (w) minimum 44" maximum height above door Window control devices 24" or less 2nd story or 72" above grade Egress window from basement 5.0 sq.ft. ic,4tiGk Floor system sizing per table 502.3.1 OVk Residential check ERI or Prescriptive method (k Driveway length:300' or more-12'width required/500' or more,turnaround required ,K Foundation drainage on plans, if required 701 6" drop in 10' exterior grade cp Framing cross section for each roof line,vertical fire stopping every 10'where _1 required/joist spans pg. 127 Mk" Ice &snow shield-24"from exterior wall ;(AA Platforms at exterior doors YJt;i Stairway headroom 6'8"; all stairs 36" width y� iq- Stair run and rise i' A, Winder run and rise J1yi- Spiral stairs meet requirements PIA Smoke detectors—battery backup & proper location, interconnected / j jl lc Bathroom fixtures—proper clearance g,,A. Hall width-36"width / (u4 Handrails more than four risers on open sides / 1Railing&guards>30"/basement stairs included/closed risers more than 4" in height / ifc. Safety glazing notes for required areas / tirA Garage fire separation:Y2" gable end/5/8" under living space &%" on walls/20 min. and closer Garage floor sloped)S- / Attic access: gasket seal & R-value equal to roof insulation / Roof over 30"-22"x 30"/Crawl spaces 18"x 24"access Continued on/ i , Residential Plan Review Revise/1 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (2 of 2) Carbon Monoxide detector outside lowest sleeping area, on every level &interconnected Ift= within 15'of sleeping area Pik Soil test results, if required 1%)t Septic to well or water line separation All paperwork signed t�1 J1 Note on plans energy saving light bulbs 90% tit Blower door test agency paperwork /011 Floodplain Permit required—check map: 2 feet above flood elevation 7,61 Hurricane clips required • yJ1A. Floors less than 2 x 10 covered by%" gypsum or 5/8"wood panel i/ail Manuals S &J required for heating system. Cold air return hard piped /J(A Separate room for draft HVAC or hot water heater with fresh air /Jilt. HRV shown and calculations Pirk Baffles at eaves for insulations and knee walls Pg . Makeup air for range hood >400 cfm Continuous header for garage doors to end wall Chimney rain cap shown for fireplaces S 4'Deck hold down shown not less than 4 lags and bolts per table 507.2 Residential Plan Review Revised October 2021 Location 19 woods Point Lane J' ' ' _ wJ� 't�a,: ' 239.14-1-2 02 Jobi i) a� � AST- 49-2023 y FILE COPYiiii 1 s -- Fuchs, Betsy & Marc GZue�nsbur NY 1284b .Tax Ma : 239.14-1-2 if` ,y111 p 4 i�;� 19 Woods Point Ln ��' C e----\ ±Li t 3;-�.. Carport 273 s.f. r / �♦ �� ��:7 Roof System - Standing Seam �♦ 2 x B!angers Green metal roofing to tpatch 1' /, ♦� to existing Garage 4 house, Metal roofing r ��� 4 x 10 beam, underlayment, 1/2" Zip Roof with ,, �` �� taped Joints, 2 x S Yellow pine �;I / / / , rafters 161' on center 1, ���orsiiii� ����Asis�•�- i�� —o all IIII t . „......-„,,\„,,,,,,..._.., --cr,,jps-,.._____,:pmr-,....._,,,...,..___,_,.\c.=-,:,,c_/„,..t...._.,._,,e-_,k_„,,-.,.._.-,_.,___o -y„--r... .._____,csc_„,(„mr_\......._)„,F.r..._.y .,,, _ _ %(.1. --v.-C=1 J 1 ( / l� r`== J rIIIIIMIR Trf le 1 3/4" x 11 �/8:: i � �sea,,,,,---..,,_J_ ��/� t J LVL header • ��� �� 1 � r `k� 6 x 6 Treated Post „ , Wrapped with rot r e' .' t -- r . , ,A 1 i- r ( I resistant or PVC trim Y L:3(- �� �(_ ri ni _�- i---Concrete Cap i. : _.,)•( ), c : -- 7-'''''j, '' ,.. , ----)-- ,_ j . , / ', - (`� ---li - `(, ( A, ' ��._.i� (✓ c Stone to match `` y " I �,` L �J- ?r' }� �`, r± z____ \ / \ \ Garage Facing ',� `- )„ C--, ,Cap: v_-, - - — l/t t 12'-5" la" o paa p G \ ° Grade o Existing 2-Car Garage TOWN OF OUEENSBURY'� NSW Carport - BUILDING & CODES DEPT, Roof / Storm Water IS" x 1S" Concrete retention area TOWN QUEENSBURY � � 30" x 18.5' x 1.5' • BUILDING DEPARTMENT Reviewed B o t / pier/footing, pinned See Details Sheet 5 Based on our limited examination,compliance to bedrock or a minimum with our comments shall not be.construed as d. -- Date �25 - of 4' below ciraciQ; . . indicati;ig the plans and specifications are in 1 rOff tm i ev t t on . full compliance with the Building Codes of , New York State. Scale 1/4" - 1'-O" _ ..::' ' DRAWN BY: pPM1 61-1 E1 6 • Car ort Addition ' (1 }E- j i^11 t 1DEF S • I . 30,,D��� �.„E, 4.�l.. ?�1"�ar Ti11.1417C!Flarsbure vid J: 1-10 fir° ArGI1itEtrA7.'6---‘'-c;.:17174:..4.sif.i7i.,014:1;11.°,,'J'?..,A October 2021 ' --•-u �' �� � ��lDATA: 1for < .evtsed6/22,sn3 230D LAWAREAVENUE DRAi=TING SERVICES ING, � :. ` op l Drs. Marc Betsy Fuchs SC.41_=- 45 INDICATED „ i e, ✓oorheesviile,Nam York 12186 `� I 1� Haswell Greene 1 DELMAR NY 12Q 4-1222 `sT 023� �-k PRO). NO: 19 Woodsc -t�` Delmar, NY 12054 TEL*439-5113' FAX*439-5365 ', DJNopperArchltectwNotmail,com 1518) 165-50B5 lit' r _ ° , ° • • ° 0° p I; � 0 ' O 0 I. y. I , I , I , I I I��l 0 a 000 1' O o O° . o n 1I _ - _ o O° I k O• o ' ' 39" x 18,5' x 1.5' crushed stone 0 0.0 0 0 It o In drainage ditch with fabric from L' °0 t _ ,. I . - Face of stones piers °o°� ° ° 0 •0 o' °. o o °• 1,, j,, - 9 , I r I r 1 , i , I , / •° °o 0 °• .iI iS'-10° I 0 0 .0 0 0 i o oQ°° o it is I i a ° o 0 0 ° i t I,� ly. �--! I _ ' Pier Layout - _ - ° o o It ' c?o Il o i � - I Scale 1/4" 11-0"' ' ' °o a9 P o , o• o, o o ° in i ,roil , y_< , _ - , 0 0 c>. !{, 6 x 6 treated post -)�-7, 11� \- with ABA66Z galvanized - ° o• ° ! „, . i �I > li ° �J \ gi) u 3 -0•0 0 0 II pp "/� = �, f'`,. � - C /�� post base, with II2 x 8 0 0 .Je Ate`" lam' 1(-'1c'-��-1(� ��Y�(-� , �f1 �� �r- 1 bolt in concrete. Q °� 00 ° ,a 4 0 0 0 ....,...„„„„=,,,,,..... ' —^ r, I ° ._ • o pO o I , - _ ,--•_=_—.—,_ _ - ,, ... - = i 1�- 5 iS' x 18" Concrete Pier' o o. o Y pinned to bedrock or �: °°o• ! , Grade Retaining Wall with Storm Water 'Minimum 4' below grade ' ° oo coo retention area 0 • o 0 R i ht Side Elevation ' 13'-1,075„ k ✓✓✓ Existing Blacktop 4 „ _ • • /� j Scale 1/4" = II-On Parkino Area ' From Garage Stone - O"s l , , , , , , to Center of piers ,' , v r It 1 Job 'Location I9 Woods Point Lane }. Queensbury, NY 12845 „ (( Tax Map:" 239.14-I-2 I ���� C Es 1 ' tl a `I . � C<7 \ice 42,6 I i DRAWN 81': DPM sHExt Carport Addition ' 1 . GEU?TZE F3UIL1:ERS i ' ' f ' e , .i i October 2021 2 for CDS David J. Nopper, ;Architect i . ;ri .";�" 1 • DATE: .�evieed 6/22,3/23 230 DEL,4WARE AVENUE • ' ,,.vyY."i < "IOI 11 I CREATIVE.DRAFTING SERVICES INC. I .. OF pry. Marc' .Betsy Fuchs • DELMAR NY 120 4-1222 1 J i ►+t.1 2e14* .. ' 7 SCALE: A6 INDICATED I \. 12 Haswell Greene 65 FIansburg Lane, Voorheesvtlle, New York 12186' 1 t-. a, �� I TELL 439-5113 FAX 439-8365' l I � -/' "� NO: I..DJHo erArchitectz4Hotmail.com (51SJ '165-9085 . 'l.. 1�PROJ, NO: '19 Woods Delmar, NY 12054' • ' .r atgeurtzaL�uilders®gmail.com � - _ p1� OF� ...4 .-4x':i Yip,., .I:...i.r.l'1. I�t4.! 5"' .��-.. RI. 1„s..:�. ..x... `i lin,. /I.�I �.-.1. le Fr 1• i.'. f,.. .. ,t,.. 4', .'4.. t•r f:n� NOTE - 4" LEI:, down lighting • o' n Job Location - IS Woods Point Lane \ outside of New Header/Framing - oo°o a o to be set to warm lighting and o• •0 0° • Queenebury, NY 12845 , -9 o , Double 2 x S header - °`„ • o { Tax Map: 235.14-1-2 motion activated upon entering ° with 45 degree 4 x 4 o•0 0 0 i carport support to existing I c o °ca . o o E garage wall. 11 b oo 0 0 p ° o - 3' O" I c-----4" LED Down lighting 1 d° o ° o• _ ° Ooox - I I c,GOO°o o 1) �0 • I I 0 0 00 V m 2 c :• 1 /2 x S GYP Rafters \ I I °c a • p- p 4- pi ,a -0 m .' 16 on center I I c •o.0 O o ' 2 c 9 r C 0 -c m - I/2" Zip Roof - , I I 0 0 ° '- �a p u Roofers! y I I ' '�aoo p o° 0 0 j w u 1 • o m I II 0 ° CIO°° a. °i o � � � r.! Jet I l I i 2-Car I I ° ° -6 u 3 of vvmmdd I �0° o o m Q 4 0 0 o 00 -' _C 9 0 0 i �+ �m,�.ett -- • 0 61 0 a m ! ��Ie F C°•o 00 a m 2 -0 3 i1 New l t 'r( oI� I I 0 0 + -2 9 u E i — / I ° I ° ' ° ° 0. 0 { Triple 1 3/4" x 11 V8" LVL I 1 0' •• °° 0° 0 1 1 with 5250/LF at 15'-6" Span 0 ° ° CGQ665D2.5 Post II • 9° •0°0 li to Seam connector - , •0D 0 0 Ij 7 a ° ° o It oo• c ° C •A,0 O o C ;' O poi i . '.o° A 30" x 18.5' x 1.5' p C crushed stone outside edge of roof Roof / Storm water 1. gi Lretention area, i si Carport Floor Flan lined with fabric ! i l Scale 1/4" = II-0" pp EP . '//////i I'////////, '////A . ... k 8-o 8-0a ARC/It7 ... I.� ,.-ura� 4$8f�gitiH�1 -,,1iii0E�lI�HIB r:....u.i.au. �-�,, erc r�i rnr i r, I �,�Gj`c '04tEs�p Yl, , DRAWN BY: DPM 51-1E ' ; 1 Carport Addition C�EUfTZE eUIL ERS i ��� i October 2021 I ' cr)sIavid J. Hopper, Architect : r —"{'1 t DATE: Revised 6/22,3/23 3 for v 230 DELAWARE AVENUE 1 tii,Pz r i ' CREATIVE DRAFTING 5E_RvICES INC. V k'"1 " i ` i of Drs. -Marc 4 pets Fuchs �' �t�,y,� ;:- : SCALE: as INDICATED y DELMAR NY 12054-1222 1. 12 Haswell Greene 1 '65 Flanebur Lane, Voorheesvllle, New 'York r 1 ) I 6. l TEL 43e-5113 FAX*436-8365 I g J} 023 6 �� pRpJ; NO: 19 Woods Delmar., NY 12054 1 atgeu u oegma .c 1 opper rc t otmai. 6 - O85 9�0 P rtzeb tlder II om F � r:i .=a.: :•..,.. - ..: •rr r.. rl+': ..�.:r..•.•r[r:. ,e .:.c r.[:.r .:II 5 :'. it r.r.... rr .r. .. <. <.. :-A.. i. DJH ,4 hitec pH I com C518) � 5 9 wane nr;.- ., ,4i,,.r a ,, n;, .., u.,. , ,: `, s ;. ,,n..'u ,,_ s,r.,IL1✓tliff 4.I!i,i i"a r., , ,,,ti•. I is n. ,.,..,,. ,is a ,•s ..,r,., n,.e ..1 •nr ,,! r u.-u. :ew i,,n tr.:. 1 re.i: t1311ilIiiiiimi .ntm „ , i 4,4 .air. • PREFAeRIcaTED WOOD ROOF TRUSSES Erosion 4 Sedimont Control: Neighbors 6" Sewer Stand Pipe for R I.Prefabricated wood trusses shall ce I with truss late institute(TP1) I. Instal Silt fencin 4 sand bary retention tank pumping y p I g J 2,Submit shop drawings,certfrted by a NYS licensed profesetonai Neighbor draws water from the lake I�•�riot to Excavation g engineer,showing species,sizes and stress grades of lumber used: i` No Well To To pitch,span,camber configuration and spacing for each type of 2. Sod removed from retaining wall and a truss required: type,size,material;f inish,design Value and location m of metal connector plates:and bearing and anchoring details. stone retention area to be loaded and m o c 3.Provide seasoned lumber with maximum moisture content at ko removed from premise at time of excavation S--I time of dressing of 15%. ii ii m 4, Provide lumber which has been graded to have the following 3, Excavation for piers 18 to 24 to bedrock it- Q minimum values:FS=1500 PSI or better for chords. FB=1000 PSI or better for webs. to be removed at time of' excavation, except b n' 5.Metal connector's shall not be less than 0.036" thick,coated soil to backf i I I around peirs, This soil to be • thickness.Galvanized sheet steel:ASTM a 446,grade A coating , 660. placed on tarp, on existing black top and , 6.Provide tie down anchors: 18 ga,galvanized steel plate: ' • "Simpson Hurricane Tie"or approved equal, covsred. • ./_g' -I, Erect and brace trusses to comply with recommendations of ' Ling manufacturer and WI,with plane of truss webs vertical(plumb) i propqft`� Exisitng S'xI2' • and parallel to each other, located accurately at design spacing Shed indicated. • 8. Install permanent bracing and related components to enable u S GY', a l •°• trusses to maintain design spacing,withstand live and dead loads a a, o$8 0 °a c°a • including lateral loads,and comply with other Indicated requirements. u a o ?�, n 9 °c °C. • Decorative Concrete Block Existing c`. `� ,,° s g °. ''3 °o'°•p BRACING OF WOOD TRUSSES g4 s , 0 00 o •.,. Retaining wall, wall to terminate • Black top o o -,s o •o•o o , .• -',�, into grade on each end I.As trusses are set In place contractor shall apply sufficient -10 edge ... ° '•0, = s o temporary bracing to hold the truss plumb,in alignment and in a 0 • a; o safe condition until permanent bracing,decking and/or sheathing -:,•, l o ' o ‘,o is Installed, + I oo c•o 4° of 1 Round Washed 2. Erect and brace trusses to comply with recommendations on of manufacturer and WI,with plane or truss webs vertical(plumb) • a . •0 ' stone over Drainage ° o o= °° I'• 4 and parallel to each other,located accurately at design spacing IS x 18 0 .0 °0 0 , ♦ Tie-back fabric, Indicated. 24' Stone Pillars •'� ° ° t ci 3;Maintain exact spacing between trusses as bracing is installed, ° 0 a••ca avoid removing bracing to adjust spacing as sheathing is with6 x6 0 = ° � Installed, Temporary bracing nay become permanent bracing. treated post• m a 0 c ° U° Roof / Storm Water PERMANENT BRACING • a°= 0`'o = ‘'St Retention Area k o ;a? ',po I. Install continuous 2x4 lateral bracing Within 6"of the ridge Existing O New ° a o°s°• (or centerline)at the top chord of trusses and at 8'to 10' i Garage Carport I! o 00 l ' intervals between ridge and eaves. : i °Do°o ;�4 10 2, Install 2x4 diagonal bracing between lateral braces,set at approx. 41 • 45 degrees angles,on the underside of the top chord of F •°o or( three end trusses and 20'max.O,G.(Po not remove bracing as I • c'o °• o•Il,p • plywood decking Is installed). f 0 l- • 241' Silt Fencing with Sand 3. Install continuous 2x4 lateral lateral bracing at 8'to 10'0.C,full l', • as a . length of building to the top of the bottom chord.Anchor bracing I, �— ' °0, with 2-16D nails at each intersection with trues member. 12.5 bag and vtak�s, Instal led 4. Install 2x4 diagonal web bracing at three end,trusses.Start high prior 'to excavation, at end truss and install diagonally downward to third interior I truss.Anchor with 2-16d nails at each intersecting web member. 5. Install permanent bracing and related components to enable 4 iI. trusses to maintain design spacing,'withstand hve and dead loads Proposed Carport Set Back 4 Storm water Retention Roof Line of' new .. including lateral loads,and comply with other indicated.requirements, • Not To Scale Carport 11,5" from- 1. estonepillars ARC f 7,...... ....-, face of' ,5�, � �`tlj l . . .. . • .- 5 •SPA H I AWN13 : Di1-� SI�EE Carport Add it ion I C U TZE DUI NM i � 1J 1_D :S e x I October 2021 4 for it � � Dau1d J. Napper, Architect .'��i ''I' • i f-. q I DAT": Revises!-6/22,3/23 { 1 A a :r �'r.'.. i 230 1DELAWARE AVENUE ! ,! CREATIVE DRAFTING. SERVICES INC. , 1a: i!;..r. 1 OP • Drs. Marc 4 Betsy Fuchsj SCALE: AS INDICATED �+'•r�` ` ' 65 Flansbur Lane, voorheesviile,New York 12186 • ''k, 19 Woods.Point Lane v DELMAR NY 12054-1222 ( 9 d> o23 g ,�O PROJ NO: 19 Woods ' . Queensbury, NY 12804 .1 g ` TEL"439 5113 • FAX'439-8365 1 MI ], ( DJl-iopperArchitectelaotmall,com (518) 165-9085. OF v , 1. ii lam. �. �r:,,. ..e.y ,.:.u, , r. rx,•,,. ..n .,•.r, ,;::, u.,.a. •,t! �,_.. •,.r,r " Lvii' ,. x,n. ,' ''II ,•rti., —,".,. ,..eu, r,, . .n. II. ", .,., ,r ,Had. .u. ,m:• IF' �tlI��C��3�Ri,, ..,�,. «. ,,a, au• v-.'l " F , s;,. r4 �rc xr urr, ,,, NOTE: All sod to be removed In water retention area and peir locations to be loaded and remove at time of Excavation, excpet soil to back piers, 411 II A* roof System - Standing Seam Pier soil to be place on tarps on existing black top I' �♦ Green metal roofing to match and covered. �♦ Garage 4 house, Metal roofing 1 �♦ underlayment, 1/2" zip Roof with ,x f O♦� \ taped ,Joints, 2 x 8 Yellow pine i 1�1��' `,rafters 16" on center i I ( h � �. / � 2J.� �it I C�� Ile I 1111111111u111q111MI'l I y ./ Stone Retension area .r � — 30" from roof' ilne to /) J back side of' retaining Wall 1 1 d / - �� New Carport 30"-� 1 r Stone to match I J _ Y �_ I ��� Garage Facing �._� 7- ' ` 1, N_ ) Retian(ng wall tie-back Decorative concrete block ✓\� ` , . / j _ '�r fabric with 4" of round retaining wall +/- 18" high on a L1 Exisitng Black Top washed stone a 4" thick stone base, 1 . ,o `., , b 2' High Silt Fencing with stakes ' l "0 1�and sand bags, 6' +/- from face 18" x IS" Concrete i 1 of new retaining wall, Remove pier/footing, pinned upon Completion of project 4 Partial 2-Car Garage 5 to bedrock at 2'.+-/ - —` i below grade with 4 (I 3/8" x 6" concrete 11 a screw anchors, 6 *4 rebar Silt Fabric on back of wall Grade , and covering grade, covered Partial Front Elevation 4 Roof /Storrs Water Retention with *lt 2 crushed stone Scaleii 1/4" = l�-�!i Approximate slope of 1 exisltng grade r ti Job Location - I9 Woods Point Lane : Queenebury, NY 12845 1i Tax Map: 23e.I4-1-2 ARcP , "c''" i',r, ,3, 1 I -..:rz. - ...,: -i-e.r ,. I , x .,, ,,. ,,,,,....ROl�, .. ' 1 DRAWN BY: DPM SWEET j, i . . ,. Carport Addition i t i on GEURTZE #3U1!_DE 6 CI G pavld J: Hopper, Architect k' October 2021 E c li DATE: 5 i for , _ I ' + t,, ' i Revised 6/22,3/23 i ! ,� d1 ��j OF Drs, Marc 4 Bets Fuchs 230 DELAWARE AVENUE. I CREATIVE.DRAFTING SERVICES INC. V4 � !,„�,,;. I y ( I , .4 k ' 1 %6 .; A1. 12.Haswell Greene DELMAR NY 120r✓'4-1222 ' 65,Flansburg Lane,. Voorheesville, New York 12186 d>, 023 6�AQ + WePROD, NO le Woods Delmar, NY 12054,. I. 'lL TEL''439-5113 FAX'439-8365 . . i DJI4opperArchitectgi-Iotmail.com (518J 165-9055' �;OFN ' ti # • i... rn .a'.. i.. ... • I NOTES: 1. ,All sod to be removed in water retention, area and pear locations to be loaded and s ��� _� removed at time of Excavation, excpet soil I . \� �`\ Roof system - Standing Seam to backfili piers. Fier soil to be place on CCCC i ����\\ Green metal roofing to match tarps on existing black top and covered, �' Garage 4 house, Metal roofing 1 ~ underlayment, 1/2" Zip Roof with 1 / \�� -taped Joints, 2 x S Yellow pine •2,•" Oil until r water retention area shall remain ��%�� rafters 16" on center i -/ �/ �— uncompacted to encourage stormwater r=J� � -t `"�'� � > .,=-�, ;��=� �''c� _ �-`. 2 infiltration 1 �� j �) Stone Recension area I I!',,-,\)( _; � 30" from roof line'to r' i A%( • back side of retaining Wall F �L� >, New Carport ‹ 30'HH- J � !_. ,may 1 - , � I i `�Ir" j �;)C_f__ 'Z,' Stone to match ')� \ r —` r ;>�y1�.=.J( Garage Facing '--`—, ' ,-, 1 1 -:4 -_, j'---� Retianing wall tie-back Decorative concrete block �, ,, _' ,,,„ fabric with 4 of round retaining wall +/- 18" high on a �11 i !a' , ( Existing Black Top ;,.. -� /a 4" thick stone base, washed stone l 1 _ �, . �, �, o•. / o., ,� 2' Nigh Slit Fencing with stakes T /and sand bags, 6' +/- from face j IS" x IF" Concrete 0 . _i ,s,_: , / ofnewretaifflnwaURecn:ve 3 pier/footing, finned p" ,, p i � upon Completion of protect Partial 2-Car Grarage �.` =�\\•\ `��\•\\ �s.,��- to.bedrock at 2' +-/ below grade with 4 \\\����.\\\\•�\\.W i 3/8" x 6" concrete i • screw anchors, 4 *4 rebar Silt Fabric on back of' wall C-�rade- and covering grade, covered iPartial Front Elevation $ Roof /Storm Water Retention with *14 2 crushed stone Scale 1/41i - lI-�❑ Approximate slope of i exisitng grade Job Location - IS Woods Point Lane Queensbury, NY 12845 eta enjiiimo*. , Tax Map: 239.I4-I-2 _ F.-•ice( . ..:. ,�t;i�l®�®�F�®�i : ,,: iei�tec�t�ul�MM®m�LLus as fitutm+amnanamcaitYem®ionamen•anzama lmaux : No :er UM ICrportAd©1 i ti onC E ITZE 'BUILERS 2 vid J, Noper,1 for 1 j i i �. Revised 6/22,.3/23 i ,j '. 1 '• " Drs. Mare 4 Bets Fuchs 230 DELAWARE AVENUE CREATIVE DRAFTING: SERVICES INC. SCALE: As'iHDicaTeD y i + 3 ' 1 ;1 12 Naswell Greene DELMAR NY 12054-1222 ? 65.Flansbure Lane, Voorheeavllle, New York 12186 t I PROJ. NO: 19 Woods ..J "Dt�elmar NY 12Q✓4® T�=!439-5113 FAX*43t�t��t` t DJHo� rh(�t�ect tma�ll�c�o®-18653® s IIN..1' •• r:.Y I'• e,4. "I.Ltt'I.-:.' Ikl. ,t:.l•Y.:. I.wl. 1.4:;:' I I .f.il'w 1!I:i :,. 1l.;. �� :r.x ,t 6t 1..:1.. ...I C.. :.'...f 41'w I I:'F.. 1'.IIII 1N:r. ..lf- ,1,Iw ..11.:.1 1 1:t:.l' ! rl Y : I.Y . , • 1 GENERAL. NOTES I) THE CONTRACTOR SHALL APPLY FOR AND PROPERLY POST REQUIRED BUILDING PERMITS AS { WELL AS ARRANGE FOR ALL REQUIRED INSPECTIONS BY THE LOCAL BUILDING DEPARTMENT FOUNDATION NOTES AND/OR ANY OTHER AGENCY HAVING JURISDICTION 2) ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE STATE/LOCAL BUILDING CODE REQUIREMENTS AND SHALL BE IN ACCORDANCE WiTH THE BUILDING CODE OF NEW YORK STATE I) Poured concrete shall have the following mimimum strengh AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. at 28 days. (Footings 3500 PSI, slabs 4000 PSI), Concrete 3) CONTRACTORS SHALL PERFORM ALL MISC. REMOVALS, MODIFICATIONS, CONSTRUCTION AND shall be Portland cement: ASTM C 150 type I, I CLEAN UP REQUIRED TO COMPLETE THE GENERAL SCOPE OF THIS PROJECT. 4) CONTRACTOR SHALL PROVIDE ALL REQUIRED MATERIAL AND COMPONENTS NECESSARY, (SUCH 2•)4111 concrete footings shall ber on undisturbed Boil. { NAILS, SCREWS, SEALANT, FLASHINGS, ETC..) TO PROVIDE A STRUCTURALLY SOUND AND 3,)Center all footings under foundation walls and columns. WEATHER TIGHT BUILDING. 4, All poured concrete slabs shall be placed over 6 mil. poly 5) CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES, SEQUENCES, OR vapor barrier and 8" min, compacted granular fill. (Unless PROCEDURES AND SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. otherwise noted), 6) CONTRACTORS SHALL INDEMNITY THE OWNER AND HIS AGENtS THROUGH ADEQUATE INSURANCE COVERAGE AGAINST ANY CLAIMS ARISING FROM INJURIES DURING CONSTRUCTION OR FAILURE 5• Do not place footings in water or on frozen ground. Do not 1 TO MAINTAIN SAFE CONDITION ON THE CONSTRUCTION SITE, allow ground below footings to freeze, prior to placement ') CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, ROUGH-OPENING SIZE, ROOF PITCHES, of' concrete, ETC. AT THE SITE PRIOR TO BEGINNING CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY 6. Maintain 4 feet minimum depth of all exterior concrete footings DISCREPANCIES AN /OR DEVIATION FROM THESE DRAWINGS FOR REVIEW AND/OR CORRECTION below finished grade, • BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ERRORS �� WHICH ARE NOT REPORTED I, Lap footing and horizontal wall reinforcing bars 24 at splice S) UNAUTHORIZED ALTERATIONS TO THESE DRAWINGS IS A VIOLATION OF THE NYS EDUCATION LAW unless noted otherwise. Secure reinforcing bars in place, Do ARTICLE 145, SECTION 1209 not hand set nor loose set re-bare on blocking, 9) DIMENSIONS ARE GIVEN FROM FACE OF EXTERIOR FRAMING TO FACE OF INTERIOR FRAMING 8, All wood framing within 6" of finished grade shall be pressure (TYPICALLY) UNLESS NOTED OTHERWISE. DOT NOT SCALE DRAWINGS FOR DIMENSIONS, treated lumber. Wood plates shall be secured with DIMENSIONS) ANYSTRUG UR B READ MEMBER SUBJECT TO CUTTING,NG, DRAND ILLING,L NG OR NOTCHING LL SE FIELD VERIFIED S ALL SE REINFORCED,Y THE ER. 1/2" dia, x 8" anchor bolts at ''2" max. o,c, and 12" each way REPAIRED AND /OR REPLACED, AND LEFT IN A SAFE, STRUCTURALLY SOUND CONDITION IN from corners, unless noted otherwise, ACCORDANCE WiTH THE REQUIREMENTS OF THE NYS BUILDING CODE. (WALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE REQUIREMENTS 12) ALL pLUMBING SHALL BE INSTALLED PER STATE PLUMBING CODE AND ALL APPLICABLE LOCAL PLUMBING REQUIREMENTS 13) DESIGN LOADS: ROOF LIVE LOAD 65 PSF, WIND LOADS (EAVES) 50MPH, WALLS LIVE LOAD IS PSF, Job Location - 1S Woods Point Lane 14) STANDARD FRAMING LUMBER SHALL BE NO.2 EASTERN WHITE PINE (OR BETTER, WITH FB.S5O PSI Queensbur NY 12845 AND E = 1,100,000 PSI, y IS) METAL CONNECTORS SHALL NOT BE LESS THAN 0.036" THICK, COATED THICKNESS- GALVANIZED Tax Map: 23'114-1-2 SHEET STEEL: ASTM a446, GRADE A COATING G60 ."16) MAINTAIN SOLID BEARING FULL HEIGHT UNDER EACH END OFALL SEAMS, HEADERS, GIRDERS, ETC„ ALL COLUMNS AND OTHER SOLID FRAMING SHALL EXTEND DOWN THROUGH ALL LEVELS AND TERMINATE AT THE FOUNDATION LEVEL AND BE SUPPORTED BY THE CONCRETE FOUNDATION WALLS AND FOOTINGS, 7,,,....•••••• oas c,�r.. rDRAWN BY: DPM I ,Carport Addition C- U# T?E U1L E C .� A a� 1 October 2021 i David J;" Hopper, Arehftect .471} i DATE- Revised 6/22,3/23 I ( fory � f t I � 1 Drs. Marc Betsy EUchs i 230 DELAWI� : AY#=NUS CR ATIV P Al=TINE S R�IC S INC, i + y�f�" SCALE: AS IIdDICA'ty j `.j 12 I-#aswe l l Greene � II DELMAR " NY I2054-1222 65 Flansburc-j Lane, Yoarhsesvllle, New York 12186 �2 .Q q PROJ, NO: 19 Woods { MI Delmar, NY 120l 4 l TEL 439-5113 FAX*43948365 .. DJHopperArchftecteHotmail.com (518) 165-9085 1 Op � // 5,. T esl w n e t 1 rY. t !other osesemossorgae saaaaaaaiaarsp aeint eosannuamrmnliseYxrmiammisutor r®emlmeammomsamku in wnsem sm® are a ®iromermahansactamot wnsarasmtrnee sso+nimanawmoulausiu®gomLoupuseami mumnnnmputum a utgatu ictmumaannutmruro®nieinmwnat,, ;j Town of Queensbury — Y` Community Development Office n •-�, 742 Bay Road,Queensbury,NY 12804 f Town of Queensbury Planning Board • b) Final approved plans should have dimensions and setbacks noted on the site plan/survey,floor plans RESOLUTION—Grant Site Plan Approval and elevation for the existing rooms and proposed rooms in the building and site improvements, j SITE PLAN 7-2023 MARC&BETSY FUCHS c) Final approved plans,in compliance with the Site Plan,must be submitted to the Community j1 Tax Map ID:239.14-1-2/Property Address:19 Wood Point Lane/Zoning:WR • Development Department before any further review by the Zoning Administrator or Building and 1 1 Codes personnel; The applicant has submitted an application to the Planning Board: Applicant proposes a partially open d) The applicant must meet with Staff after approval and prior to issuance of Building Permit 1 carport addition with a footprint of 272.25 sq.ft.to be added to the existing 509 sq.ft.garage.The carport -and/or the beginning of any site work; will be on the North side of the garage.The existing 2,910 sq.ft.home to remain.The floor area will be e) Subsequent issuance of further permits,including building permits is dependent on compliance with 3,686 sq. ft..The project is an expansion of a non-conforming structure. Pursuant to chapters 179-3-040, this and all other conditions of this resolution; 1 179-6-065&179-5-020,site plan for new floor area in a CEA and expansion of a non-conforming structure f) As-built plans to certify that the site plan is developed according to the approved plans to be provided J shall be subject to Planning Board review and approval. prior to issuance of the certificate of occupancy; 1 g) Resolution to be placed on final plans in its entirety and legible. Pursuant to relevant sections of the Town of Queensbury Zoning Code-Chapter 179-9-080,the Planning h) Drainage detail plan to be included on final site plans and submitted to the Town. Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; I Motion seconded by Brad Magowan.Duly adopted this 2151 day of February 2023 by the following vote: As required by General Municipal Law Section 239-m the site plan application was referred to the Warren f County Planning Department for its recommendation; AYES: Mr.Stefanzick,Mr.Magowan,Mr.Etu,Mr.Deeb,Mr.Dixon,Mr.Longacker,Mr.Traver The Planning Board made a recommendation to the Zoning Board of Appeals on 2/14/2023; the ZBA NOES: NONE approved the variance requests on 2/15/2023;, • -- • ABSENT: Mr.Stark The Planning Board opened a public hearing on the Site plan application on 2/21/2023 and continued the • public hearing to 2/21/2023 when it was closed, • • The Planning Board has reviewed the application materials submitted by the applicant and all comments made at the public hearing and submitted in writing through and including 2/21/2023; . • • The Planning Board determines that the application complies with the review considerations and standards , set forth in Article 9 of the Zoning Ordinance for Site Plan approval, 4 MOTION TO APPROVE SITE PLAN 7-2023 MARC&BETSY FUCHS:Introduced by Michael Dixon who moved for its adoption; 1 i Per the draft provided by staff conditioned upon the following conditions: i1) Waivers request granted:h.signage,k.-topography,1.landscaping,n traffic,o.commercial alterations/ , construction details,q_soil logs,r. construction/demolition disposal s.snow removal are reasonable to request a waiver as these items are typically associated with commercial projects; • 2) The approval is valid for one(1)year from the date of approval. Applicant is responsible for requesting an extension of approval before the one(1)year time frame has expired. . 3) Adherence to the items outlined in the follow-upletter sent with this resolution. • ' •• 'a) If application was referred to engineering,then engineering sign-off required prior to signature of Zoning Administrator of the approved plans; i - Page2of2 - Page 1 of I' ,.''mesramuaiainsa®®ate sseYla l aaseecasssaisampEs aaiasitlamssaeamsasRProjisaacaaaY, ,..:..., 1:zaeslastameamsmeneffaues isesaaeoueaaeemsm, DRAWN BY: "2021 sH C81' ort >4dd i t i 0n Job Location — 13 Woods Point Lane October II i ! I G URTZE UIL.DERS 1 i 3 Queensbury, NY 12F3�G5 1 j DATE: for I ! .Rev,Iced 6/22,3/23 e ! ' Tax Map: 23°.3.14-1-2 ! j • ba Drs. Marc 8 Betsy Fuchs 1 j . 230 DELAWARE.AVENUE p SCALE: AS INDICATED ' ' . . - .. , !. . • . _ . 12 Nastuell Greene DELMAR NY 12054-1222 ' 1 I 1 - . r j PROD. NO: 19 Woods Delmar, NY 120S4 I TEL' 439-5113 'FAX°439-8365 ! , ' l � � ,. 1s' ;� j . s. Yre�m�as,®easxaraaaasa Wigan• seams®�esneaassaea ameaat�aIMEMME::, ,_. , 4rEga a�seaeaasaearaa�aesauuaaaensa• - .somas aarm saas+aauaaeaorpou sssueszeaeeaasamte uark asalaaaramicamcs arms&Ea momaaunsaaneaatiaaaigea ®aaga • e°r.'��usjurixa�rs�rsauao11011116u111r1u11/10¢u®sa11116inuMillqAUMEwioe®et wnaIesaaiSITIMMEMIME um�? esw wu2:4m14e®u®rse®10111111a°ntmsimrssmn®®imcaelltlIWI®eIZvimRIMru unISIm1meun1111Wi[°ee¢e®an rsxeMIsr°svneMFizemtu ,gm •axarf¢ i pMI,•II . ' IIN°esno SU II Zoning Board of Appeals—Record of Resolution .7i; 'F Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518)761-8238 • eons nr 6. In addition,the Board finds that the benefit to the applicant from granting the requested variance would Resolution outweigh (approval) the resulting detriment to the health, safety and welfare of the neighborhood or Area Variance To: Approve community- Applicant Name: Drs.Marc&Betsy Fuchs 7. The Board also finds that the variance request under consideration is the minimum necessary; File Number: AV 5-2023 Location: 19 Wood Point Lane Tax Map Number: 239.14-1-2 8. The Boar• d also proposes the following conditions: ZBA Meeting Date: February 15,2023 a) Adherence to the items outlined in the follow-up letter sent with this resolution. The Zoning Board of Appeals of the Town of Queensbury has received an application from Drs.Marc&Betsy Fuchs. Applicant proposes a 272.25 sq.ft.(footprint),partially open carport addition to the existing garage of 509 sq.ft.The carport is to be on the North side of the garage.The existing home of 2,910 sq.ft.footprint is to BASED ON THE ABOVE FINDINGS, I MAKE A MOTION TO APPROVE AREA VARIANCE NO. 5- • remain.The floor area is to be 3,686 sq.ft. The project is an expansion of a non-conforming structure.Site plan 2023 Introduced by James Underwood,who moved for its adoption,seconded by Michael McCabe: review for new floor area in a CEA(179-6-065). Relief is requested for setbacks and permeability. • . Duly adopted this 15th Day of February.2023 by the following vote: IReliefRegmred ` AYES: Mr.Keenan,Mrs.Palacino,Mr.Henkel,Mr.Cipperly,Mr.Urrico,Mr.Underwood,Mr.McCabe The applicant requests relief for setbacks and permeability for the construction of a carport addition.The project I is on a 0.69 ac parcel located in the Waterfront Residential Zone,Lake George NOES: NONE • I. Section 179-3-040 dimensional,179-5-020 garage ABSENT: Mr.Kuhl The applicant carport addition is to be 12.9 ft from the header to the property line where a 20 ft setback is required. The permeability is to be 69.70%where 75%is required. The previous area variance did not identify the permeability for relief SEQR Type II—no further review required; • A public hearing was advertised and held on February 15,2023. ' Upon review of the application materials, information supplied during the public hearing, and upon -consideration of the criteria specified in Section 179-14-080(A)of the Queensbury Town Code and Chapter 267 , ofNYS Town Law and after discussion and deliberation,we find as follows: 1. There is not an undesirable change in the character of the neighborhood nor a detriment to nearby properties ' . because nothing really is going to change except the addition of a carport. ' 2. Feasible alternatives aren't really feasible because of the location they wish to load the carport. - • 3. The requested variance is not substantial. It requires only minimal relief. • 4. There is not an adverse impact on the physical or environmental conditions in the neighborhood or district • ' in the immediate vicinity of the project. 5. The alleged difficulty is self-created because they do want to create this. - w :::::7®wee moil:®®azemir.':, • ;saiial ryeim mu�aeweies�:uai axeaarne• ®rrereenaAaseau°Qaicseoe¢® iwxri: I-. : N E3Y: ' PPM sHE ! "r t Job Location - lg Woods 'Point Lane :, C&port cicdition . I , GEURTZE } UILDERS IJ 'oed2oz1 E l Queensbury, NY 128 5Far .I lax Map: 239.14-1-2 Revtsed.6/22,3/23 t 1 230 DELAWARE AVENUE a 6b pis. Marc Bets 1=uchs. SCALE: ,4S INDICATED ' '. 12 Haswell Greene _ • , , ' DELMAR NY 12054-1222 i• .. . . : PROJ. NO: 19 Woods . a`• Delrtiar, NY 12054 • i — i• - TEL°433-5113 FAX,'433-8365 1 mil •. I11 ' � ii®®i164it9tlii➢13il1iBa:-..t!'•'i8Mfi6°16aRi ilml, tSflit massY1®+ <—+ I_ ' . eraam� aiepiieisztiaeesFmeoaaane�raYf�in',.";: r:.:�iaeresauu�useee�ixesrarrra�e�aawmaa¢�iuiirsssseceaeecduxamagnccin¢, aeaoeeztustiaar• ,®osi• CX Notes 1) Field survey performed in April, 2010. 2) Subject to all rights and priviledges others have in and to the Private Drive shown hereon as "Woods Point Lane". 3) Subject to all rights the Utility Companies may have. in, over and across the subject parcel mapped hereon. 4) Subject to Town of Queensbury Zoning Requirements. 5) Subject to any Facts an Up —To Date Title Report or Abstract of Title may reveal. 6) Elevation datum assumed on the water surface of Lake George at 320-0' on July 9, 2010. Contour interval is one foot. ,Made From the Original of this Survey Plop irked With on Original of the Land Surveyors aring the Surveyors Original Signature in Red ., Considered to be Valid and True Copies. only copiesgofj Ajd�o a Survey Mop Which ore 0 Per i�jion " oit,ensed Lond Surveyors )e od 5l1bdivi,5i0n 2, of Pie New York State N)w or Formerly Lands of BernoSevits (Life Estate) and Julie A. Muse Libir 3763, Page 123 Tax Mop: 239.18-1-16 Now or Formerly Lands of Edward B. Bottum (Life Estate) and Norman S. & Elaine A. Sevits 1. Uber 1443, Page 222 Tax Mar. 239.18-1-20 Under agnetic Povemen MSignal -wows. Point 1111, Po;e ''Lane. Private 'I) nve (Paved Su U -N53'fO'Q5W iyl" -IT kill. Pole Slane Note: Deed to Fuchs at 1506/66 Conveys a Right of Wov 18 Feet in Width from A Deed Reference A. Howard Worts and Doris B. Worts TO Marc D. Fuchs and Betty R Fuchs Dtd. April 27, 2006 Rcd. May 1, 2006 Liber 1506, Page 66 Iron Pipe Found on Line 385.42 it Utl. Pole Guy Bush a V e S "{` h , j _4N 24. P r OPosed Existin Car CV 9 Port Garage -_ Eaves Lawn Stone Retaining Wail all 1 Story 1. n S'et .'M a p House Now or Formerly Lands of Georgians H. Zustovich, Trustee Catch Covered Liber 3908, Page 29 Basins Q rl �� o Entry Tax Map:239.14-1-1 d ---------- Garage See Inset Map Trees of This Area yyy Trees Covered sitting Iron Pipe Deck I Found on Line Iran 'Rip4 .--------- 7 Found -oft Luse Iron Pipe J Iron Pi in Concrete .......... .. ... hors Pipe Found -F d L" Monument pun or.. Li f W; d— 0.1'outs of Line" W5.47. -N-2V3# E -.d Pat., ..... . W, t, pa U Earth d SHORE TO 0—h Island - Roll Lawn Fence Paved Lands of 2 Concre Steps Lawn s 01 .10,xv Vv 90 Surface Marc D. & Betty R. Fuch Pr awn Existing Carpo't Tax Mop: 239.14--l-I 1 Mature Trees Exist ; ' N Go Along the Top Of BaftIL Area. 0.69 Arrest rage ACI Iron Pipej (PK r, _,Ye:3 Evergreen Shuft yy the Highway to the Subject Premises. 77. . ...... Brush Exist an BanL in Concrete I T eeS Now or Formerly Lands of Lionel Q. Barthold, Trustee Liber 1335, Page 271 Tax Map- 239.18-1-21 Map References 1) Map Entitled: "Map of Land; Surveyed for Charles L. Beckwith", Made by Meyer, Bowers & Ishley, Inc., Dated October 1, 1924. 2) Map Entitled: "Map of a Suvey of Lands Proposed to be Conveyed by David and GIGqrs J. Pro[ to John N. Boomer", Made by Coulter & McCormick, Licensed L( Dated October 9, 1982 and filed in thewond Surveyors, Clerk's Office on November 18, 1982 in Pic Slide 37. irren County it Cabinet A, Tax Map Reference Section 239,14. Block 1, Pacel 2 Monument t \,O*.n Magneticinesi i'N - Stig Area sf.iit-nStone 9ra' 0. Trees F (Pavement 1. PK Nail _t) Concrete .t on wood Post Vm. Do—i Litt. Pat Catch Co,,ered Pod 0 r.. k 00 Lamp Entry it "pr Iron Pipe U14t A ,, nG Found Garage 6.1 Slate . . ........ Walk Old 6,oken • Concrete J Electric 1 Story 31 Propane Tank Lido House Stone Trees 19 Aloods Point Lane Retaining waits Town of Queensbury Zoning Requirements Waterfront Residential District (WR) Density. 2.0 Acres per Dwelling Unit Front Yard Setback: 30 Feet Side Yard Setbacks: varies by lot widths listed below Lot Width (feet) 0 to 50 12 Feet Greater than or equal to 50 and 15 Feet less than or equal to 60 Greater than or equal to 60 and 20 Feet less than or equal to 150 150 and greater 25 Feet Rear Yard Setback: 30 Feet Shoreline/Stream/Wetland Setback: 50 Feet or 75 Feet Lot Width: 150 Feet Road Frontage: 150 Feet Water Frontage: 150 Feet Building Height: 28 Feet-, 16 Feet for Accessory Structures Percent PerrTieable: 75% Floor Area Rotio: 227o Now or Formerly Lands of John N. Boomer Liber 650, Page 268 Tax Map: 239.14-1-3 Structure Areas Iron PipNe _s in Concrete - Monument Wood Deck 2 Story House I, A-C H Urn Unit 5 Ued / floc. Box wood P-1 c. �• j oy Lawn Ln 00 Concrete- Steps Iron Concrete Con, in Concrete Monument Monument TO SHORE P, Existing House ±2,91 0 S.F. (Slab on grade) Existing Shed ±102 S.F. Existing Garage ±509 S.F. Proposed Carport ±267 S.F. Total Structure Area — ±3,788 S.F. (±0.12% of Total Lot Area 0.69 Ac. — 30,056 S.F.) (including Proposed Carport) Applicant Marc D. & Betty R. Fuchs 12 Haswell Greene Road S Delmar, New York 12054 Phone: 518 439-1497 q oo- Map Revision DIAMOND CLEVERPALL POINT ASSEMBLY POINT HARRIS BAY* wo ODS POINT J kv Vc ,9 FXIT +2 O -A 2 . I , ViCINITY MAP SCALE: 1" = Z25 ML+ ­_ I LaKe George ­ - July 9. 2010, to show existing and proposed contours at the proposed garage site, proposed silt fence location, and add note regarding the existing vegetation on & along lake shore bank. Also to revise stormwater calculations using the roof area of the proposed garage and to add inset map. September 7. 2021, to show existing Garage and Proposed Carport. November 2, 2021, to show changes to structure areas information data. October 23, 2022, to show ±12.9' offset to property line from carport header. Survey & Map by DLP Surveying, LLC Donald L. Pidgeon, Jr. Proftssioi;W Land Surveyor N.Y.S. License No. 50372 16 Michael Road Fort EdwaM, New York 12828 518 792-4146 of a Survey Map Showing a Proposed Garage Lands of Marc D. Fuchs & Betty R. Fuchs situaW in Town Of Queensbury, wqrrer, County, New YorK APAI 12, 2010 Q-19-1-R4