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2003-792 k TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 L CERTIFICATE OF.,OCCUPANCY Permit Number: 120030792 Date Issued: Wednesday,June 30,2004 This is to ceft that work.requested to be done as�shown by Permit Number - P20030792 - . .. .. has been completed, . . Tad Map Number: 523400-309-014.0001-044-001-0000 Location: 19 RIVERSIDE Dr Owner:' JAMES CORNICK Applicant: JAMES&TERRY CORNICK This structure may be occupied as a: By Order of Town Board Garage-2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Duector of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030792 Application Number: A20030792 Tax Map No: 523400-309-014-0001-044-001-0000 Permission is hereby granted to: JAWN & TERRY CORNICK For property located at: 19 RIVERSIDE Dr 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: JAWS CORNICK Garage-2 Cars Attached 19 RIVERSIDE Dr Single Family Dwelling 1190,000.00 QUEENSBURY, NY 12804-0000 Total Value $190,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency ACTION CRAFT CONSTRUCTION HUDSON FALLS. NY 12839-0000 Plans&Specifications 2003-792 2406 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $341.52 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, September 30, 2004 (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 September 30, 2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Applica :cn � � ueensb "Q ury-Dept of Community Development,742 Bay Road;Queensbury,N Y Town of (518)761-8256 Q SEi' 2 2 .2003e�0 "� !e A permit must be obtained before beginning construction. Fermit.`File�NoF QUEES�URY No inspection will be made until applicant has,received a Fee paid `���-U�r`QQ e � valid building permit. An applicants' spaces,on this 0 application must be completed and-must appear on the FCC Rec.Fee Paid $ �d application form. FEE ReviewedB PA11) A air iC licant:At�io�. - pia o .s ��,c'�:a�pp -,{UWn cr -�o��n.�', a- 7�G�,r�r.. �o t..-. F Address: Y.6. 3&31 Address:' -3 l o w o� 4 6 �e Ste: } tl t /U77 Phone.`#X SJ,?)V2- 6;?96" Phone,# Property Location: Lot Nurnber: / kouse.Number Subdivision Name: Tax-Map Number: -g -New Building idaaaa /commercial 'Estimated Market Value of Construction:s 1,910, O 0 e o. .Addition: residence/ commercial' If an Addition,what will use of new addition be? Q Alteration: residence/ commercial Q No change to exterior size: residence/com'l Q Other work(describe ) Check OccupancyInformation. 1` Floor 2" Floor Other floor Total Below sq.ft sq.ft. _ sq:ft. Square Feet �W Single family dwelling Q Two fitbifly dwelling,. 0 Townhouse Q Multifamily dwelling #of units 0 _ Office o Mercantile cl Manufacturixt - Q 1 car detached garage 0 2 car detached garages- 0 3 car detached ge o l car attached garage 2 car attached garage , 8'S J v2 gi Q 3 car attached garage Q Storage building- commercial a Storage building- residential o. Other What is the proposed;height of the structure a r' feet inches Will-any second-band or ungraded lumber be used? If-so,for what?, /)o Type of Hcating'Syst.ern: electric! oil / s _wood forced hot ai baseboard✓other: Number of Fireplaces to b`'c uus Number f o stovex to be installed List below theperson(s)rc 2 eZ — sponsi c for upervision of wor as regards to building codes: - Name - Address - Builder - - a.. C rt w� - _ Phone Number Plumber Mason Electrician t f 83 Declaration, please sign below after you have carefully read-the statement: To the best of my knowledge the statements contained in this application,together with the pleas and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertainisig to the proposed work shall be complied with,whether specified or noted,anti that such work is authorized by the owner; Further,it is uaderstoad that Uwe shall submit,prior to a Certifseate of Occupancy or Certificate of Compliance being issued,as requosted by the Zaziing dministrato A r or Diractor:of Building and Codes,an fls Built Sur vev by a licensed surveyor;drawn to scale,showing actual location of all new construction Signature:� - owner,owner's agent;architect,contractor • • WIN R" ec � Richard A.1Ilisslta I G HWA J�� V Highway Superintendent PA� M N-21" �/ SEP 2 2 Home(518)798-5127 "'m E 742 Bay Road • Queensbury,NY 12804 c�A��� 10�/1�1 OF Zaa Mictiad E Travis Office Phone: (5m) 761-82-f! BU n © puYHighway 8 -013 Superintendent Fax: (518) 745-4466 20 DRIVEWAY PERMIT DATE: /"✓ �' �� APPLICANT NAME: Ast; CV o. TELEPHONE NO.: / 511- ADDRESS TO BE INSPECTED: RETURN ADDRESS: 11 6, b sx .3 '12 , Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: { )Preliminary Approval NEED: ( )Slight swale ( )Level with the road ( )Deep swale Size pipe to be used(if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by, DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: { )Final Approval { )Rejected DATE: Richard A. Missita,Highway Superintendent Application for Permit=Septic Disposal Syst. rn ,(=, ' Town of Queensbury 742 Bay Road Queensbury NY I2804 (SIS)'761-82564:y 1. OWNER INFORMATION: .St'... �� ........ .. ........._................................................ f f?i A�se Location of installation: �:� e,,. > :a, e s;....G ,obi'!v1 0F i File Permzt Igo+~, Tax Map No. 3 0 Owner's '� -'' Fee Paid ..........�wner's Name: .T a � f g �Dv 1 f ............................................,................................................................................ Address 3 / o<aL e- u. Ml.% °y 2. INSTALLER'S NAME i o` - �,i y Co cam+ t�Y PHONE NO. 3.- RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of 1 bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No.of Bedrooms x Co m utat'on = Total Dail Fl w 1980 or older x 150 gaUbdrm = 19 - es x 130 gal/bdrm = 1991 -present - x 1 0 gal/bdrm = Garbage Grinder Installed es_ / no Spa or Hot Tub Installed yes i / no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) Topo raphy Soil Nature Ground Water Bedrock or Impervious Material Domestic Water.Sunnly Flat sand at what depth at what depth municipal Rolling loam feet feet well Steep slope clay z weZ1 water supply slope other from any septic depth. absorption is�t. -P- other Percolation'Test: �(2" a completed by licensed professional engineer or architect) Rate: fJ i't3 minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board.approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: ' 10''gallon (min.size 1,000 gal.) Tile Field: each trench_%A�`".l`t. Total System Length: ft. Seepage Pit(s): number of size of each: ft. by ft - Size of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) ' Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons _ Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a.material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsible person Date • , . ''I`gtVt�•af t�ucc�=igt:ui•y .. �:�i:�vttr:c n:ul :ic:ws11.4 t}i��>tr.,:tf t:Isss{iir:•. t11,}polillix C t • �,I:I'il1t,A'I'IG}1'�1 'It��;t�i.Ii ILI Iti]I�:[�t'I`: �l�t.s.. to tl,�sst•�• .;ram..« `.....�...��``"""'i rs �.�•.vi . tkovaE C� �:: 3tr�" ii�.xxsz:. G . � �- 1 •. ' r x �•�av. t •�• • 5cr•:ta :. „r •yr �.r•rw 1 �i��ttl:t 1 Llr•t t ' i`1f3d.A fi.— -3ZG1'�.�'I'� 8z-Sr2FtOTtMATIS��F� arvr�al�sL��•>�•.,..�.,�.�..,..,.; - - - _ - - nine con- PIZ, 32 Terrace Lane Queensbury,NY 12804 '9 2003 (51 8)793-9376 7'0 Wly OF August 6,2003 By/tD,, Action - Craft Construction ys,8,P RY Mark D. Cronin 8 Grove Avenue Hudson Falls, NY 12839 Re: Riverside Drive,, -Town of Queensbury.. Warren County, New York. On August 5, 2003 1 examined the soil and performed a soil perculation test on the above property. Listed below are my observations: 0 - 9 Inches., topsoil 9 -19 Inches, loamy fine sand 19-43 Inches, fine sand , Perculation rate is: 1 minute, 25 seconds per inch. Soil in this area are deep, well -drained sandy soils. The Unified Soil Classification is (SM) . Any question about the above soil information, please feel free to contact me. Charles H. Maine Soil Scientist f Septic Inspection Report Office No. (518)761-8256 Date Inspection requ ece' d: � _ _ Queensbury Building&Code Enforcement Arrive: p art. Y a 742 Bay Rd., Queensbuly,NY 1,2804 Inspector's Initia . NAME: _ _ t3 1 L RMTT NO.: ' LOCATION: q ` .� =�?h1C� rj , INSPECT ON: «— ?2n —t>t RECHECK: kA,-- ? \��k— Comments and/or diagram Soil Type: Sand/Loam/Cla Type of Water: Municipal/Well Water Waterline se aration distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. L.Conforms as_per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use S tus: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office -Disapproved L:iSueHemingway\Bui]ding.Codes.Inspection.FORMSISeptic Inspection Reportdoc January 28,2003 Queensbury Building & Code Enforcement - Residential Final Inspection tom` Office No.(518)761-8256 Arrive: a pm epa� . Date Inspection request received: r�'f 4" Inspector's Initi s: NAME: h�' (�Lil^y�i L MIT#: 3—' LOCATION: 1 �, ��.- ATE: TYPE OF STRUCTURE: ,/ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location � G Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" +^ Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more !! Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors j Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall < 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Dete ors: Every level: > / Every Be oom: Outside every bedroo ea: m Inter Connected: / Battery backup: Carbon Monoxide Defector .Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 1/7 Gara e Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24" access, I s . ft.-150 s .ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required, Okay to issue C/C or C/® Temporary/Permanent] L:1PamW\Building&CodeslInspection FormslRes.Final Insp.form 2.docLast printed 2/12/04 .t 0 N x x x �tl n N H x ro W ►� d r z b i x H H b ,� ,� r x r�` H H H H z 0 r r� x 0 r x z o p 0 z H z z z z H H 0 H ro P 0 g C 0 r g 0 C H No t q n q 0 r r H H H H N P a 1 H H 0 .x 'rH n n n 0 N 0 a z a d � H ,� N � x H z H M PZ 0 H H � H N t� g 0 0 0 m 0 0 H 0 0 0 z k H 0 ►� 0 z N C r ro ro ro 0 o z 0 H C HN z N N �1 ro ro ro H P ro ro H z 0 x = 0 N ro N HwN N N z r 0 m c x z q n n c� � c ►� aaarNx 0mmq 4 H H M _ K x t� n ' m N z P H m z z C q 0 n p H ro ro c r �i n H z N F H ' q C. x ,n H n n . 0 0 o N C x tq 0 q 0 3 r Iz nc xc� 0zrxxm0r tqo rN r Hh� xx ar D a n H N N N ro N C p N z N { ro H W C z H M HH a 10 H n r z M 0 ,P H r IC N as x 0 z z t� 0 � � r � � ^z za x H H He y >00 z ►yGM I ZK' MC H ozz °pa% mk Town of Queensbury Fire Marshal n 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 r�001611- - 7�dj Factory Built Gas Fireulage/stove Inspection Renort Notice:New York State requires that all UL Listedd$factory built aappliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or 1peci cations is allowed. +� Permit# °�yP Schedule Inspection Time pm ytime Inspector rI� �q Naive^ Address �` i1Y (5 Idt IM, Rough In Inal Appliance Manufacturer I h�t Model#,�y J/ Direct Vent Factory Built Chimney Flue Size Double Wall Triple wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (ail sides) Firestop(s) Vertical Chase Wall Penetration 'dent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet tea$ shut-®ff Valve 5 )14 5 1/J 1A Ilej ;Combustion Air Hearth Extension(if any) Mantel Height above f/p opening 'Fitness Operation � (��� � v,,3c �00 Tank Placement{if LP) White—Hedlding Dept. m� _ 'Yellow i�t er Pink—lire M Queensbury Building & Code Enforcement - Residential'Final Inspection Office No.(518)761-8256 Arrive: a pm i De a m Date Inspection request received: lnsp.ector's Initial NAME: T P IT#: t ' LOCATION: ATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake F - 3 inch Plumb Vent through roof minimum 6" WQA- F Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in.or moreO�ejj ';. Exterior Finish Complete t Interior/Exterior Railings 34 in.to 38 in. -Y 'C Platform at all exterior doors Interior Handrails stairs 2 or more risers . Enclosed Stairs Sheetrock Underside minimum /z" Gypsum, Grade aura from foundation 6 in:,with 10 ft. Jt �i� Handrail Termination at Newell Post or Wall 6 inch clearance to.sill plite Gag Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site,, Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp110 Interior privacy/trim/doors/main entrance 36 in. C -EV -D NJ, r-z'\Z\V�G Bathroom!Kitchen watertight Safety lzin /Wi ow in stairwells safe glazing Interior SmokeDe ctors: Every level: �, / Every13 00m: 4,C TT C'Outside every bedroom ea: Inter Connected: , 1 `Batter backup: Carbon Monoxide Detector � - Bathroom Fans,if no window Plumbing fixtures Foundation insulation t Floor truss, draft stopping finished basement 1,000 sf �� Emergency egress below grade Basement stairs closed rise>4 inches _ Garage Floor Pitched Garage fireproofing/3/4 hour fire door!door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure , dA"� Attic access 30 in.x 22 in:x 30 in.(ht.)In.accessible area 1� via Crawl'S aces 18"x 24"access, 1 sq..ft.-150 s . ft.vents Building No./Address visible from road l: Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic S stern-/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C or C/0 Temporaryl Permanent L:\PamWlBuildiniz&CodesllnsUeciion Forms\Res.Final Insm form 2.docLast Printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE9 INC4 Main Office 176 Doe Rua Road • Manheim, PA 17545 MUNIIPAL CERTIFICATE - ELECTRICAL APPROVAL w # iNO Cuteein (]�Permit NoR iilr##/f1#1/ # 11#IH!#1#tit11111f1li�e�# Card No#iiiifrl#1#1#iiiiifii irrii„fIf111#i Owner r 1111lfif1111f 11iffffRllrrl oil ilitfri•f#rfflf lrrfi#fi#flf 60100414111fi1#1RN11f1#N #fr4r#iffiifiiii,!#1i1fi#riff#.riff111fif/1iN1ri#f##i1#tllliiliil/l11i#1t iiff1111 1 ""1//11 � AAt,AA ��lttIf1 �1.�fochid♦n fifiillliMM. irlr16MM11i1i11M /11f11Rt4ri1N1lrlf rLNiiif ##Rlii#/R#IIIi141l+fla0R 1111i11#Illlf llflf!!ii!#ii#fills Iliifiiiiiiiiiii t { 1 Instal ation Consisting of###1#i#R#1R11/1 fi#11 fill 1i111i114 M"041i11##111/i/iiii##r1i1#1#flff##11N11/ fee llfrf#„1rff11fff11111i#!r ff1 1191060#1it C 6 60 I►j�ja jr(++ #// its i#H#11#! / F1111 1ipf11##fNflflf##f1 1#1iri11 ifFffi# it#if#ff#glRfff#f if11 irfR##iif# iff11(yf11•/Iiiiii#f1 i#iiiii#H1i1l11##f#Hlgiff#f#off lflil ###tRINNR+1+ r �a9 Oil V"llobolf iiilffifiNlli �� Ir1f 11flri Ri#f#1i+11ii+##liiiilf i111ff ifillflf#i#If#if/1rf#Rff11# fit +I+f1#ifilli#iii1 It ifR 11 111111lfi /11111f1111 Iniiilf#+ff if#i � 11 Installed 1111Iiff11#1###iif11##Ii111111++�fN�•cf No, f1f#f##�i1•#iff#111iilRfffr+fiNi1ii11#f llf ff1/1#+ I The conditions following governed the issuance of this certificate, and any certificate previously issued is cancelled: - This certificate only covers the electrical equipment and installation conditions as of date, Upon the introduction of additional equipment or alterations, application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if its rules are violated..., the Company shall hate the right t r yoke t s rtificate, i/ t#�##f#1 �i11lfiiirri•#fiirriflfl i1i#iiii###ir#if# INSPECTOR ! #.iiii ii if#f111 /iiii#.i1R#i#ifli##1 1+1i 11H1f1#Iriif111111i1r1ir1iif11 if11�f 111i Member NI PA,A1,I1A1E110 Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205./761-8206 fax 745-4437 ]Factory Built Gas Fireplace/Stove Inspection Report Notice:New Fork State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or pec' cations is allowed. Permit 0 V�/ �q Schedule Inspection Ti[0me ant anytime Inspector Name V e Address S `Ijt Rough InX Final___ Appliance ManufacturerQAAA,(_a &,�'�. Model# Direct Vent Factory.Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection tit Flo-( Fc-+tc �L� j Y� 4'bli Off. Clearances to Combustibles (all sides) ��, qu Firestop(s) Vertical Chase 0, Wall Penetration -X_ Vent.Clearances to Combustibles Vent/Chimney Termination Chimney height trust be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-off Valve Combustion Air ~rl � Hearth Extension (if easy) j� I rd Mantel r Height above f/ opening p Witness Operation r Tank Placement(if LP) X, D White—Building W-pt. Yellow Gust er Pink—Tire Marshal Rough Plumbing/Insulation Inspection Report Office No. (518)761-8256 Date Inspection re st ec Queensbury Building&Code Enforcement Arrive: p ep t: aK3,��l 742 Bay Road,Queensbury,NY 12804 Inspector's Initi PERMIT#: NAME: T LOCATION:- _�t=0 kA A INSPECT ON: TYPE OF STRUCTURE: cal Y N N/A PVC:. R-1,R-22,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Dfain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping jopper Commercial copper,CPVC,Pex One&Two Family Ksulation/Residential Check/Commercial Check J -Proper Vent,Attic Vent 740— Duct/Hot Water Piping Insulation If required unheated Taces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: �L:\SueHemingway\Building.Codes.inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003 t i Framing/ Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: -- Queensbury Building&Code Enforcement Arrive: am/p epart: a. p-m�_� 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ;-f NAME: i ti, ,1%( ,✓G PERMIT#: LOCATION: S i'v INSPECT ON: L/ TYPE OF STRUCTURE: . -� Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging _ ..-- Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 l2(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 snow shield 24 inches from wall Fire separation 1, 2,3 hour ire wall 2, 3,4 hour Firestopping ��-�gGlG-- /�D � '�►4?�t-/�1" Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade ROVC.0,� Rut�►Idtp 1;�� L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 44- /etz*&Y Am 9- Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection requ s ecei7q: Queensbury Building&Code Enforcement Arrive: a 6pdrt 742 Bay Road, Queensbury,NY 1.2804 Inspector's lnitia . pin- 1) .4�f NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N—':N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.G. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(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 snow s 'eld 24 inches from wall Fire separation 1,2,3 hour Fire wall.2, 3,4 hour Firestoppin' g Penetration scaled 16 inch insulation in cavity min. Garage Fire Separation House side Y2incb or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above below grade 5.0 sf grade L.,\SueHemingway\Building.Codes.Inspection.FORMS\FramingFirestoppiiig Inspection Report.doc January 28,2003 • r G 4eSeptic Inspection RepoCC Office No. (518)761-8256 Date Ins ection re u ceiv Queensbury Building&Code Enforcement Arrive: e rt: In 742 Bay Rd., Queensbuly,NY 11228.04 /f Inspector's Intl NAME: t6y1 i 6 �t`t �%d1f rt r�G�� T NO.: LOCATION: t -�' r7- _ SPECT ON: RECHECK: Comments and/or diagram Soil T Sand oam C1a Type o niei al/ ell Water Waterline separation distance ft. Well separation distance ft. Other wells: t o } ft. Absorption Field: Total length ft. Length of each trench q! � ft. Depth of trenches Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank p Tank to Distribution Box `► Distribution Box eld/Pit O ening Seal : Y artial Location/Separations Foundation to tank ft. Foundation to absorption ft- Separation of Pits ft. Conforms as per Plot Plan Y VIN Location of System on Property: L� VLA , Front Rear Left Side Right Sid Middle Front Middle Rea _System Use Status: Ain) ved rtial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:iSueHemingway\Building.Codes.Inspeetion.FORMSNSeptic Inspection ReporLdoc January 28,2003 .ti. i Septic Inspection Report .;e No. (518) 761-8256 Date Inspection request e e eensbury Building&Code Enforcement Arrive: a 1)ep � In 42 Bay Rd., Queensbury,NY 12804 Inspector's Initials. NAME: �� � _ IT NO.: 03- -Z$� LOCATION: p �, ;� SPECT ON: -- RECHECK.: _ Comments and/or diagram Soil Typi. Sand oam/Clay T e of Municip 1/We Water Waterline separation distance ft. Well separation distance 1c``�. lc�- 'f1. Other wells: ft. Absorption Field: Total length ft. y j Length of each trench ft. L ' � \� Depth of trenches � Size of Stone 7- -.Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank °i L Tank to Distribution Box Distribution Box to Field/Pit iC v Opening Seale /Partial Location/Separations Foundation to tank ft. Foundation to abso lion ft. Separation of Pits ft. Conforms as per Plot Plan Y Location of System on Property: Front Rear eft Si Right Side Middle Front Middle Rear System Use Status: 0zroved o b artial Approved an needs t• •e re-insecte ,please call the Building&Codes Office sapproved L:GSueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: /A* A Queensbury Building&Code Enforcement Arrive: am/pm Depart: AVpm -aa� 742 Bay Rd.,Queensbuly,NY 12804 Inspector's Initials: NAME: PERMIT#L---' -) 9C LOCATION: l SS,\ INSPECT ON: Q TYPE OF STRUCTUYE: Comments Y N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible 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 Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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:\SucHemingway\13uilding.Codes.Inspection.FORMS\Foundation Inspection Reportdoc January 28,2003 I Foundation Inspection Report Office No. (518)761-8256 Date Inspecti9p reque Ir cei ed:- Queensbury Building&Code Enforcement Arrive: -2�j aIn/ m De,�part: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: f _ a NAME: PE IT#: C . LOCATION: IN PECT ON: . -� TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement - --- —of Me concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing T of Dampproofing,4 aterproofing Footin iay Ight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6_Anil poly for wet areas under slab ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6,inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (5 18)761-825 6 Date Inspection requ re 0-3 Queensbury Building&Code Enforcement Arrive- a epart: ie7l in requ 0a d� 14, 4-)a 742 Bay Rd.,,Queensbuiy,NY 12804 InspecAr's-1nitia I P IT#:NAME: LOCATION: 1611 W,b-1, SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings V9 t<'elboj�- Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Reinforcement 1Materials for this purpose on site. v" 'Or4''""r'n"" p oun. ation TW-dllpour 5in this Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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:\SueHemingway\Building.Codes.Iiispection.FORMS\FoundationInspectionReportdoe January 28,2003 COPY Permit Number FILE REScheck Compliance Certificate Checked BY/Date I?e0o'? New York State Energy Conservation Construction Code b RESch&kSoftware Version 3.5 Release I Data filename: C:\Program Files\Check\RESebeck\2406-03 CORNICK-19 RIVERSIDE,QUEENSBURY.rck TITLE:PLAN NO.2406-03 COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE:07/17/03 DATE OF PLANS: JULY 16,2003 PROJECT INFORMATION: JIM&TERRY CORNICK 19 RIVERSIDE QUEENSBURY,NEW YORK 12801 COMPANY INFORMATION: WILLIAMS&WILLIAMS DESIGNERS 509 GLEN STREET GLENS FALLS,NEW YORK 12801 COMPLIANCE:Passes Maximum UA=548 Your Home UA=488 10.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 1283 38.0 0.0 35 Ceiling?:Flat Ceiling or Scissor Truss 784 38.0 0.0 24 Wall 1:Wood Frame, 16"o.c. 1551 19.0 0.0 73 Window 1:Vinyl Frame:Double Pane with Low-E 232 0.340 1 79 Door 1:Glass 42 0.340 14 Door 2: Solid 21 0.130 3 Door 3:Solid 35 0.130 5 Wall 2:Wood Frame, 16" o.c. 724 19.0 0.0 32 Window 2:Vinyl Frame:Double Pane with Low-E 190 0.340 65 Basement Wall 1: Solid Concrete or Masonry 1551 11.0 0.0 133 Wall height: 8.0' Depth below grade:2.0' Insulation depth: 8.0' Window 3:Vinyl Frame:Double Pane with Low-E 37 0.340 13 Door 4:Solid 21 0.130 3 Floor 1:All-Wood 3oist/Truss:Over Unconditioned Space 198 19.0 0.0 9 Furnace 1:Forced Hot Air,92 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are i ompli e it this Code. 1 ktnir esigne Date REScheck Inspection Checklist New'York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release I DATE:07/17/03 TITLE:PLAN NO.2406-03 Bldg. Dept. Use Ceilings: I. Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-3 8.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: 1. Basement Wall 1:Solid Concrete or Masonry,8.0'ht/2.0'bg/8.0'insuI, R-11.0 cavity insulation Comments: Windows: 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break? Yes No Comments: 3. Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: 9 Panes—Frame Type Thermal Break? Yes No Comments: Doors: 1. Door 1:Glass,U-fact6r:0.340 Comments: 2. Door 2: Solid,U-factor:0.130 Comments: 3. Door 3:Solid,U-factor:0.130 Comments: 4. Door 4:Solid,U-factor:0.130 Comments: Floors: 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,92 AFUE or higher Make and Model Number I - Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ J Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on I the building plans or specifications. Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11, [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R 6. [ ] I Supply ducts in unconditioned spaces must be insulated to R-I 1. [ J I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I - Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace do6rs. [ J I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code ,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of.a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I - Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the-levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105'°F•or chilled fluids below 55 OF must be insulated to the levels in Table 2. t Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness.in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up,to 1_ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5, 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes., Piping System Types Range F 2"Runouts I"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Project Name: BP# , , —3 _ Address: �� e- e� -�6 ,r c e e_ t Building Pernut Submission SFD SEP 2, 2 2003 Checklist 2-Fa�y�Q (QUEEfySBURY .erg. _ t Q��, All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed yes ❑no ❑n/a 2. EnergyForm or CheckWte Energy Gode'Compliance Forms Complete:. 6'yes ❑no ❑n/a (2 copies) 3. Energy Code Inspector's Report from CheckMate Program...... ........... Dyes ❑no ❑n/a (2 copies) 4. Septic application completely filled out(if applicable)..................... ... JSTyes ❑no ❑n/a 5. Solid Fuel Burning or Gas Appliance Form... ...... 0yes ❑ ❑ 6. Electrical Inspection Form... ...... Eyes Ono ❑ 7. Two(2)complete sets of structural drawings....................... ...... ... ... . Ono ❑n/a a) floor plan;b)foundation plan;c)cross sections:d)elevations; e).window and door schedule ' 8. Two(2)site plans showing location of the structure.to be built,... ...... ... yes Ono ❑n/a location of well or water lines,location of septic system or sewer line. S• 9. Setbacks from property lines to new structure......... ..................... .. W Ono ❑n/a io. Setbacks to neighboring wells and septic systems,including onsite well... . P161Ono ❑n/a and.septic systems (if applicable) 11. DrivewayPerrnit............... ...... ...... ... ... ...... ..................... ... ... W)�w- Ono ❑n/a j Date: e L& Staff Initial: L.\SueMming-%,,-ay\BuRdiag.PernutFORZ Z\Gen6ic Checklist.doc January 2$,2003 0 7?Z, Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A Full sets of plans Over 1,500 sq.ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Windc-w Schedule With Glass Size j/ Door Schedule/Main Entrance 36"Door ,Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. X4"Max.Height.above floor �Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans ;IF undation Drainage On Plans,if required t/ 6"Drop in 10'Exterior Grade "Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where equired e and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise �Spiral Not Allowed From 2.d Story oke Detectors Battery Backup and Proper Location Athroom Fixtures Proper Clearance all Width,36"min. H 'drails More Than One Riser On Open Sides �Iailing and Guards>30"/Basement Stairs Included I Closed Risers More Than 4!'in Ht. Safety Glazing Notes For Required Areas AGarage Fire Separation Vj ,Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access IV Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed Town of Queensbury 742 Bay Road, Queensbury, NY 12804 -4-RM Buildmi g & Code Enforcement Building Pwnit# phone:(518)76I-8256 Date_ Fax: (518)745-4437 Email: codes@queensbury net D= l your buitdiag permit application has been reviewed and fomad to be deficient in the following areas: These details need to be added to or noted on both sets ofplans. Please feel free to contact this office-with any qO� regarding this matter. Sincerely, BUILDING&CODES OFFICE L.\SueH.ingway%Ujl&&PtrnitFOMSWefreient bu7ding Penn thn 2003AM Jab Site Address; U eC. �,v �, aka Date: Owner: t �-� �� �o � Application No, File No. WINDOW SCHEDULE Window Window Mfg. Window Unit orbngh ¢ tofa > SQ� T SQk GCe�r Clear Special Hardware or Number or Name Model Stack '0'air `� n� 1ass tstb "lent "� � esSPie erun ��en ra Instructions N w Leifer On Or Type Number Widths Fa i' e � �, �' �t dx�ap�Tlll�dl'tt � II11n0S r q4"�" G ,^ t rS+` Plan Call S1Ze ` �' , a)c )yr sGieS c 1 4 V E �...+' ni 4 d 4 4{ �G 7 rid t Y 4 S t r�xriJ7.. 7a."qKr, 5�tae.",..r riC ..a�ea..�'�' •.;_,. Y � � THIS, LINEHAS EXAMPLES OF SAMPLE ENTRIES .. ""et�1j� '�,y�yy,,rfi i71'tl efM'''� y}��' yy' p, i „'�d.i41!'"7� � i6f h�`r( .yex ', "t' u� ''-•` a "' i'm"k�r. � ^g,. ". 'k.. 4 'I7 Tem erect l�',. ?. ar� .N.n&n ,i al`f fad, �V`t ',�Zj+, �laZing; L:1SueHemingway Building.PeMiGFORMS\Window Schedule,doc Job Site Address: to e, t v VU Date: Owner: ApplicationNo. File No., � "7�� Building Permit— Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of M Req,Light Actual 41; Req,Vent Actual Sq.Ft. Remarks a Room Room 8%of Room Light, 4%,of Room Vent, Opening for in Area Square Area Square Egress Square Footage Y,"I, Footage Feet ;A lilt f Oct cl J�P0 L,'SveHeHngway\Building.Permit,FORMS\NatLighLVentil,Caloulation.Sheet.doo I W RIVERSIDE 267. 15 ' IRS I AREA 43,560 sq.ft. o 1.00 acres N 13G. G' - N POP�H n 0 61.56' � HOUSE jC/) 278't f -- Ti_ 1 --- 271 ° 22' 1011W VS0Il< MEAN HIGH WATER MAIRK ELEVATION = 285.00' LANDS N/F OF ALLEN J. + CORINNE E. ROZELLE 1083/32 MAP REFERENCE: MAP OF A SURVEY MADE FOR GLENS FALLS NATIONAL BANK & TRUST CO. DATED: MAY 9, 1988 REVISED: SEPTEMBER 19, 1988 BY: VAN DUSEN & STEVES MAP OF RICHARDSON STREET LOTS DATED: OCTOBER 4, 1960 REVISED: MAY 2, 1961 BY: HENRY W. WATTS �n D us Steve S Land Surveyors 169 Haviland Road Queensbury, New York 12804 '518) 792-8474 New York Lici. No. 50135 EXCEPTING ALL LANDS WITHIN 50 FEET OF HIGH WATER MARK OF THE HUDSON RIVER DRIVE Tl(tt4lT M 1 cr \ I HEREBY CERTIFY THAT THIS MAP WAS PREPARED \ FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS \ FOR WHOM THE SURVEY WAS PREPARED. AND ON THEE BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY \ AND LENDING INSTITUTION L15TED HEREON. �` \ CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL N5TITUTION5 OR SUBSEQUENT OWNERS_ \ CERTIFIED TO, JAMES D. TERRY A. GORNIGK CHARTER ONE BANK N.A.. IT'S SUCCESSORS AND/OR A551GN5 OF n ° FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK P \ I %PF �FC w En C CM M C. N W0 W do � ;RPo° w Z ry- LEGEND: • IPF = IRON PIPE FOUND • IRS = IRON ROD SET/TO BE SET ro, = UTILITY POLE CERTIFIED BY, -----------------------N----- MATTHEW C. STEVES. LL5 NYS 50135 DATED NOVEMBER 10. 2003 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUB-DINSION 2, OF THE NEW YORK STATE EDUCATION LAW.' 'ONLYOOME5 FROM THE ORIGINAL OF THI5 5URVEY Map of a Survey made for MARLED WITH AN ORIGMAL Of THE LAND 50RVCYOR5 SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.' 'CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE E%ISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOOATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTILISTED HEREON, AND TO THE A551GNEE5 OE THE LENDING IN5TITUTON James 1 own Town D. & Terry A. C o r n i c k of Queensbury, Warren County, New York 2 FNO. �sAx- Ely ,4 G parr �� G/24'04 FINAL UPDATE 1127104 ADDITIONAL LOCATION 1214103 FOOTING LOCATION DATE DESCRIPTION el NU V tM bLK W, ifUU.i le 1'=60' S-1 SHEET 1 OF 1 CORNICK C-983 DWG. NO. 03178 I I rj n 133 R r , �. <. K. .,..P✓ , .. f. .... :. ,.. '... , -.. .. ,... ,t... _ .�•� g '" v of �. .. :. w s rt ... ,. :<,.,_ ,' .:,t•+ vl .. , .- .. :: ,. 's._ \. .. ,'. .:. .. .. , ,. :.�;. ,' .. s: ...,. .... ,. .. ... yy ... , :, - _, -, a -. �.',r. , .:;..: �.. ,•:. _ .: .:. ,: ,. . ♦ �� �m , AL �� cOVtR AW"ALTM WAS. ► r Mnr r "OLEar r• Amove . tT 00 vennaT � I I �► �.EveL f attrttiT CAULK** JoMT CAULKED A01NT "INTARY TEE .• lilt _. ,.,... _ - - =-- W& i SAIiNTARY TEE tiAMIS MAY BE MIM tl STIM OF SANITAkY TEE !► 48" MIN -..!t , MAX Oat" Do" � or Mt1+tiME7M +, _ a WALL T CUNM FOR POURED 1k PLACE •t a( • j, . • ' ♦ CONCRETE SECTION • VIEW AW"ALx SEAL { ' a•• • 1 •� r ' • • st: Ate; � -�� � � •+ � v � PLAN VIEW FIGURE 6 TYPICAL CONCRETE SEPTIC 'TANK "p • t • +� arntirurai► P" A • • 'i � • • • M ��noM wMn E • • jar • ��E a d 'f � • � r; •�' e ` • • r" 4e a e r • •I ���, •o• 8 t • 0.0 IIRwC1•Y MIfeil4Nl[ _a- tp �• 1"NMF` Ar!••.1r1pw�11pN ww•�twEt r iW1�1•fM+1�p1.frDK.1PIt�tAYltt awOW U*"vvqft'%L VM r~ a rim -RAW. ar TooMm r•Wair NOTE: Do not inaWi trances in vat coif. Ad* sties alit bottom of gsnch prior to piac V growl. End of W -dhv t vw pips nxrt be p4olood WOM in o connected. FIGURE i 1 ABSORPTION TRENCH DETAIL �w�srrs• INLET ..,�. PLAN VIEW NOTES: 1. Pipe joints to be sealed with asphaltic material or equivalent. ` 2. Invert elevati m f all outlet Pipes ;mot be e$uai. 3. The slope of outlet pipes between the distributim box aW d'estt!ibutor laterals should be 1#3"► per foot. r*-I " TO 5" v •''�``.`„�. CLEAN SAND or 13" MIN. I PEA GRAVEL ff 3 N 1'I.oT PLAN 0CAw'•1oto,0 b(ft 4I011 I.ANDB OF JIM t T R