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2003-793 To" OF QUEE N- SBURY h ' 742 BayRoad,Queensbury,NY 12804 5902 (518)761-8201 Community Development Building&Codes (518) 7618256 nrDT IFICATE OF 0, CCUPANCY Permit Number P20030793 Date Issued: Tuesday, September 28, 2004 This is to certify that work requested to be done as shown by.Permit Number P20030793 has been completed, Tax Map Number, 523400-288-000-0001-086.012-0000 Location; 53 BUCKBEE Rd Owner. RANDALL LGCKHART Applicant: RANDALL LOCKHART This structure maybe occupied as a; By Order of Town Board Garage-1 Car Attached TOWN OF QUEENSBURY Single Family Dwelling Director of Building&Code Enforcement _�', TOWN.OF QUEENSBURY 742 Bay Road;Queensbury,NY 12804-5902 (518)761-8201 CotnmunityDevelopziaent-Building&Codes (k8)761-82256 BUILDING PERMIT Permit Number: P20030793 Application Number- A20030793 , Tax Map No: 523400-288-000-0001=086-012-0000 Permission is hereby granted to:- RANI7ATj,T.00KHART For property located at: -BUCKBEE .Rd in the Town of Queensbury;to construct or place . at the,above location in accordance with.applica.ion.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. TXpe of Construction Value Owner Address: RANDALL LOCKHART 21 MICHAELS Dr " Garage-1 Car Attached QUEENSBURY NY 12804-0000 Single Family Dwelling $400,000.00 Total Value $400,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency. ACTION CRAFT CONSTR TCTION HITDSON FALLS. NY 12839-0000 Plans&Specifications 2003-793 Lot,113, House No. Buckbee Road (formerly-filed under name: Hunt Lake Land Holding Subdivision)Buckbee Road Subdivision 3206 SQ FT SINGLE FAMILY DWELLING WITH I-CAR ATTACHED GARAGE AS-PER PLOT PLAN SPECIFICATION ' $413.52 PERMIT FEE.PAID-THIS PERMIT EXPIRES: Thursday,September 30; 2004 (If a longer period is iequired,an-application for an extension musthe made to the code Enforcement Officer, of the Town of Queensbury,before the expiration date.) { Dated at the f Que b , September 30; 2003 asda SIGNED BY "for the'Town of Queensbury. - Director of Building&Code Enforcement Building Permit Applica .��tion '� � T own of-Queensbury Dept of Community Development,742 Bay Road,Queensbury, (518)761-8256 t A permit must be obtained before beginning construction. permit File No. No inspection will be made until applicant has received a Fee Paid valid building permit. All applicants' spaces on this Rec.Fee Paid $ "7n� application must be completed and must appear on the Reviewed B d application foorjlm. y: Applicant: ; _ C C o �., f a Owner: _a e u Address: -o - a 3 Address: j1• a �c 3 Phone#(.� 2 2-� Phone Property Location: Lot umber: / Iouse umber c C,y Subdivision Name: 94g, Tax Map Number: :A 'New Building: residence /commerc al 'Estimated Market Value of Construction: $ ®0 -6 ca 0 Addition: residence/ commercial 0 Alteration: residence/ commercial If an Addition,what will use of new addition be? 0 No change to exterior size: residence/com'1 0- Other work(describe } Check Occupancylnformation 2` Floor 2° Floor Other floor Total Below sq.ft. sq.ft sq.ft. Square Feet Single family dwelling p 6 0 Two family dwelling 0 Townhouse . y o Multifamily dwelling A #of units Q Office O Mercantile 0 Manufacturin I car detached garage 0 2 car detached garage 0 3 car detached garage ��$�'- 0 1 car attached garage 0 2-car attached garage 0 3 car attached garage 0 Storage building- commercial 0 Storage building- residential a Other l 54/ What is the proposed height of the structure feet inches !. Will any second.-hand or ungraded lumber be used? If so,for what? A J o Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: Number of.Fdre Ama to be installed ---�'�Tumber of Woodstoyes to be installed List below the person(s)responsi `for. 'lion of work as regards to building codes-, --- --Name - . - ---Address Phone Number--— - Builder i P4oc -b ,o : Plumber A Mason _ d'G .. Electrician ( v 7 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 plans 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 pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is.understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance tieing issued;as requested by the Zoning Administrator or Director of Building and Codes,—As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new construction. Signature:�2 owner,owner's agent,architect,contractor Application for Permit=Septic Disposal System Town of Queensbury 742 Bay Road QueensbuM NY 12804 (518)-761-8256 1. OWNER INFORMATION: ......................... Location of installation: p J t,, e �� # Office Use Tax Map No. / / File Permit No. e ° �'r � �} ! Fee Paid FP 2 2 2oo Owner's Name: 9�-a.,Q o �� a �,, a ...................................0.11 . ..........`. �v � ...................... f /( QQILDlit/C,'j C®�E Y Address: o� � ��c� 2. INSTALLER'S NAME : L i o _ - , a PHONE NO. D�� 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Co utation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980— 1�esent991 _ x 130 gaL/bdrm = 991 —p � x 110 gal/bdrm = Garbage Grinder Installed yes _ / no Spa or Hot Tub Installed yes_ / no All �U 4: PARCEL INFORMATION (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Sunnly Flat sand at what depth: at what depth mu 'pal Rolling loam ;Feet feet we Z Steep slope clay if water supply _°a slope other from any septic- m depth: absorption i ft. other Percolation Tes . (To be completed by licensed professional engineer or architect) Rate: 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: gallon(min. size 1,000 gal.) Tile Field: each trench ft. Total System Length: _- GCS ft "lo It4C_L/P Seepage Pit(s): number of size of each: ft, by 1t. Size�f 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: I Size of each: gallons l TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved z 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 11 Pat ' csw t (if (Zuevilaabtiry I : wer:s and Di:apc sal Avimildix (I A1W()It,V•PIEkN. IN 11,1111-aI.) ' ^>I�.I'I�It1S,'I'It,)P�I "IZI�:�21.3 i itt iL2I�:t�J•I•� , -...�• srl ++.t_ �u tr�.res st- &s u•.v1 . 11OVS& G . E .. 1 Scvi1c. r � ter✓ ,r Itititiw(.ee.�,�, je��7RP1K.'11 ?. SI�1�i;A►TLJR� 8L Il�TFC7RTvxATZi"?fiT�Okt. aYVrit�11�sL��v�-�v�ao.��... ...:� ^-- -- - Residential Final Inspection Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: —L-� Y="7et"—'A PERMIT#:— LOCATION: DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof 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 Interior Handrails stairs 2 or more risers Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 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 Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing, Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches %hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, I sq.ft.-150 sq. ft.vents Building No./Address visible from road ,Final Electrical $ite Plan Wariance required, final Survey Plot Plan AL_ As Built Se tic S :m/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C 0(Cert.Of Occupancy) Okay to issue Permanent C 1 0(Cert. Of Occupancy) i T_ L:\SueHen ingway\Building.Codes.inspectioii.FORMS\Res.Final Insp.foTm 2.doc edited January 28;2003 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/6 I- <a.Vm Date Inspection request received: Inspector's Initials. ��9q NAME: L oC X-CN, PERMIT#: LOCATION: u egr&- DATE: 2 Q TYPE OF STRUCTURE: Comments Y IV N/A Chimney Ht./"B"Vent/Direct Vent Location r/ 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 Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" 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 Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency a ress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Gara e 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 rawl S aces 18"x 24"access, i s . ft.-150 s .ft.vents Building No./Address visible from road Final Electrical Ate Plan /Variance required ,p Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Oka to issue C/C or C/O Temporary/Permanent L:\PamWlBuilding&Codes\Inspection FormslRes.Final Insra. form 2.docLast printed 2/12/04 LEGEND o I.R.F. o I.P.F. o I.R.S. ca. 0000 X--X—X- 0 W.F.P. -ohw IRON ROD FOUND IRON PIPE FOUND IRON ROD SET UTILITY POLE STONE WALL BARBED WIRE FENCE POINT WOOD FENCE POST OVERHEAD WIRES BOOK 831.18 PAGE 95 . BOOK 838 PAGE 150 NOTES: 1) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND IS THEREFORE SUBJECT TO ANY EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD ANY STATEMENT OF FACTS SUCH DOCUMENT WOULD DISCLOSE. 2) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUB —DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. 3) ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 4) HIGHWAY BOUNDARIES SHOWN ARE ASSUMED 25' FROM THE CENTER OF THE EXISTING ROAD SURFACE. ERENCE: 'BER, JR. :KHART 1RY 11, 2002 BOOK 1248 OF DEEDS AT PAGE 21 E OF THE WARREN COUNTY CLERK ERENCE: ) "MAP OF A SURVEY MADE FOR HUNT IOLDING COMPANY, INC. DAVID J. BOLSTER ILLS 25, 2000 I OCTOBER 31, 2001 T CABINET B SLIDE No. 184 E OF THE WARREN COUNTY CLERK FINAL SURVEY 012-6 l Town of Queensbury Fire Marshal t 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factoa Built Wood Burning ireplace/Stowe Inspection Rem 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 �7 instructions or speciif�cations is allowed. Permit# /C _ ScheduI Inspection �7 0`"/ Time/5 /��i ��m an Inspector r Nam J Address bough In Final Appliance Manufacturer Model# Masonry Chimney Factory wilt Chimney FIue Size Double Wall 'Triple Wall—Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) � { Safety Strip Installation (Fireplaces only) Firestop(s) Vertical Chase Wall Penetration Chimney Clearances to Combustibles Chimney Termination — �tf(V1z11,a 0ff-TaAA- 3 feet above roof penetration;2 feet above X any combustible construction within 10 feet 1 Connl'�astion fir ftAVf4l Ai�c Hearth Extension X. AAAOA+k 6f k�C& -Cxowd-5 Mantel(height above f/p opening) Fireplace Doors/Screen (required) White—Building Dept. yell- —Cus mer Pink—Fire Marshal Queensbury Building & Code Enforcement - Residential Final Inspection O o015518)761-8256 x- Arrive: am/ Depart: Wr am/pm Da n request received: Inspector's Initials: NAME: r ' PERMIT#: �� / ti, `gCATION: - DATE: -A-vr''PE OF STRUCTURE: - Comments ! ' Y N N/A j�Yy Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in. or more a)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 ��r Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %Z" Q � Gypsum Grade ayKa_y 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 Ax 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 IAA Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safdy glazing / Interior Smoke Detectors: Every level: / Every Bedroom: ,�'y j G t" -5 -D Ar. T-(► e+/ Outside every bedroom area: / ��..11 Inter Connected: / Batter backup: leVJ-C-2.C.vN0 AJc� W(T>.ql Carbon Monoxide Detector / Bathroom Fans, if.no window / Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf / Emergency egress below grade f Basement stairs closed rise>4 inchesGarage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer J / Duct work Seated 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, 1 s , ft.-150/'s . ft. vents Building No./Addres yisib)6 fro road joel, IV&6ro Final Electrical Site'Plan /Variance e uir d Final Survey Plot Plan As Built Septic System/Sewer Dept, Inspection Sticker Flood Plain Certification, if required 00, Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res,Final Inso.form 2.docLast printed 2/12/04 &V �. F4xgarw�yq�� P �rleTIN f Q.o tlg i 52 �; 9QPESSiO�� 5 April 2004 Mr. Daniel Williams Vk illiams &Williams Designers 509 Glen Street Glens Faiis, New York 12801 Re: Acceptable As-Built Structural Framing Action Craft Construction Buckbee Road, Ouglosbua. YorA 12Q04 Dear Mr. Williams: Regarding the apove referenced home, thie following as-quilt structural framing is acceptable: 1) The roof ridge board to gable end framing over the diamond shaped window in the gr"t room is acceptable Please feel free to contact me if you have any questions or comments. WPBOX d�rarfid8ward o Cleverdale, New York 12820 518-744-4411 COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC.0 Main Office 176 Doe Run Road - Manhelm, PA 17545 MUNICIPAL CERTIFICATE to ELECTRICAL APPROVAL Permit No' (�}t{ (`/'}' - //y� (o #r•#N#4t4t•riflrirfNifflltifi•#••ff4•Ce+.• � 938 C�t �n Card N .fNflrf##}i#####gNiplq#}j(y14iR 4 • I Owneri#####uRt#t4t41t Iir44Nfiu/•IRt•ufr•t•ft f4f11 f 1f• ffi•a1a/N4fi4fH11r#ftt4f4!liff••auf eta ft4N#f R4H##u#p!i••ttflq•Nt fttHMHlNibiln#itit itf Location I/ 6 er � irtilliftiiilNn44 rf Nftir iii• #f #4uH•NNtpi111tt•4•tfi#f•f••••}}i}}}}}i}u}•#••##•#}••f•iNtlH•4Ntf 4ltff•i}##••ujjj///HrRiNlffRNl4NlAlf /##t••##444#H InstallationConsisting offf##r•rf•#b• •#444}Nr •4flri###} ••#•# #4}4##ff #•f•##•##N4•#�4 }#4•#4r it /f Ir44614064444i4/4ft#i#### if4#4Nii#4#44#0044 IV I # it ♦ too } di �� R t t 4##!t,#ft #t#• # 1 of f4416 N••f t• }i }i ••#••N44.4441f4#Hf R •t}••/#► ##4441f•44#f4}4#ifurff/ #####Nt4#►44441f}444f *tot #40 f 1 #Nfit tttir••f t4#t# f 1 •# 4R• iri }T,#•#}•4111Htt4•rirtfl#too}••••}off 1}.1#lot t••}••ii•N44t•fi•t Nttif Rfff•#ftiflt#ii##i#iffti44!•f##•# m q# C ��' Installed �' No, �yfrifRi fNaf4#•t•#•#•t•t# L�ct ####tN#•••#•#4#44#i444tr4rf4Ntlfp t#i4•#ii#ti4t4 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 rnakin ' ections at any time, and if its rules are violated, the Company shall have the right to r v e this ert' cafe. .1111, 100 Date ,06,, }•}}i}}}tt}}}Meet toYodoINSPECTOR omoo #R/## t•##Mf ###i4tttRt##tf••#f11##•4.•ii•14.44il4frttl4f Rf•ff•i••!••i•••••i•#i•1 Member NSPfA4, LAIL Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a m part: am/pm 742 Bay Rd.,Queensbury,NY 1,2804 Inspector's Initials NAME: PERMIT NO.: o03v LOCATION: INSPECT ON: 11 - RECHECK: Comments and/or-diagram . Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance Well separation distance ft. Other,wells: ft. Absorption Field: Total length ft. Length of each trench ft. .GOK Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribuft Box . Distribution Bo to field/Pit Opening Sealed Y I N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Stat s: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:1SueHemingyvay\Building.Codes,Inspeetion.FORMSVSeptic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received- of Queensbury Building&Code Enforcement Arrive: am/PIV rp art: ZU6/pra 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT NO.: __?93 LOCATION: INSPECT ON: RECHECK: Comments and/or diagram ib Soil e: Sand .. Type o r: unicifal i Well Water Ll"j& '11A/et) Waterline separation diAa�� ft. (A-U— Well separation distance, ft. UrJ t7 A) Other wells: ft. -Absorption Field: Total length ft. Length of each trench Depth of trenches ft- Size of Stone 4- Seepage Pits: Number Size: Stone Size: Piping SizP' e Building to tank Tank to Distribution Box LA Ai Distribution Box to 160N/-Pit U Opening Sealed:Ytmjartiai Location Separations Foundation to tank ft. -"N-c Z_ -F:;19- Foundation to absorption Separation of Pits Conforms as per Plot PI Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status- proved Partial Approved and needs to be re-inspected,please call the'Building&Codes Office Disapproved LASueHerningway\Building.Codes.Inspection.FORMS\Septic Inspection Report.dGc January 28,2003 r1 Town of Queensbury Fire Marshal �jti/�03 _ r 742 Ray Road Queensbury,NY I 761-8205/7 -8206 fat 745-4437 Factory Built mood Burning Fireplace/Stove Ins e�ction Report Notice: New York 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 specifications is allowed, [�U Permit# Schedule Inspection Time f am pm anytime Inspector A -70— Name U LCG '�� Address �4� � Rough In—�Final Appliance Manufacturer Model# Masonry Chimney—K—/ Factory Built Chimney Flue Size Rouble Wall Triple Wall Insulated Yes No N/A. Comments Floor Protection fo-i"la 045t( b 1 f n ►q� . Clearances to Combustibles (all sides) (� CX��- n CeC-1A Safety Strip Installation (fireplaces only) r� Firestop(s) 'Vertical Chase Wall Penetration Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above Ll any combustible construction within 10 feet Combustion Air Hearth Extension Mantel(height above f/p opening) Fireplace Doors/Screen(required) White—Bidding DepL Yell, —C mer Pink—Tire Marshal Town of Qucensbury Fire Marshal 742 Bay Road (,,9ueensbury,NY 12504 761-8205/761-8206 fax 7454437 Factory Built Wood Burning Fireplace/Stove Inspection Report Notice:New York 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 specifications is allowed. Dy �j� Permit# 3'� 3 Schedule Inspection �3 Time m m anytime Inspector 1r Name �(%�(L}l �1 Address `"' #� S�t. Rough Inx_Final Appliance Manufacturer `z S 't C.- Modl 1# H<�- Masonry Chimney Factory wilt Chimney Flue Sate I Double Wall Triple Wall—Insulated Yes No rN/A Comments Floor Protection ti` it Clearances to Combustibles (all sides) X t yam 'Vq/' cto Safety Strip histallation(fireplaces only) Ct Firestop(s) vertical Chase / f t 1 ` Wall Penetration f.C 7 Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air fz� C��- Hearth Extension Mantel (height above f/p opening) t ' a Fireplace Doors/Screen (required) 1 White—Building Dept. yeQo —Cusmer Pink—Fire Marshal Town of Queensbury Alk, Fire Marshal's Office 140 low 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit . !w INSPECTION ON: ILl Name: 0 PM ANYTIME Location: APPROVED N/A YES NO COMMENTS EXITS EXIT SIGNS-NORMAL BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS_ FIRE ALARM SYSTEM 0,4 W-0,Dj qD �tot)(- FIRE—SPRINKLER-SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLEk!§—:t a,5 �,(a IA CLEARANCE TO HEATING I UNITS CLEARANCE TO REQUIRED SIGNAGE EMERGENCY PLAN e MAXIMUM OCCUPANCY SIGN +k cvvi (2P- rA CHIMNEY V4 MASONRY ROUGHIN FINAL � /�� CHI FN—EY '-- r FACTORY BUILT LT ROUGH IN FINAL WOOD STOVE ROUGH IN 0 FINAL VENTED GAS APPLIANCE ROUGH IN C) ni FINAL__ FIREPLACE EC—)U iL MASONRY ROUGH IN I OK THIS DATE .;O;K FO CO OT 0 FINAL FIREPLACE FACTORY BUILT ROUGH INN PECTED BY FINAL COMDEV/CHRISJIWORDILETTERS200I/FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Rough Plumbing],Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement' Arrive: am/p D part: �pm ::, 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:= , NAME: PERMIT #: 0S LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain 1 Vents Cast Iron, Ca er Drain/Vent 1 Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail.Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial 0o .er,CPVC;Pex One and Two-family V'Insulation/Residential Check/Commercial Check �o P L&77 - C--> Pro er Vent,.Attic..Vent 'Duct/Hot Water Piping Insulation � G�- If required unheated spaces . Combustion Air Supply for Furnace Duct work sealed pioperly/No duct to e ;COMMENTS: ')°�. L:\SueHemingway\Building.Codes.Insgection.FQRMSiRough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing/ Insulation In'spection Report Office No. (518)761-8256, . Date Inspection request received: Queensbury Building&Code Enforcement Arrive: `aril pp am/pm. 742 Bay Road, Queensbury;NY 12804' Inspector's Initial NAME: PERMIT.#: LOCATION: _ 1NSPECT ON: (.� TYPE OF STRUCTURE: Y N N/A PVC R-1,R72,I-3,R4 Drain/Vents_ Cast Iron, Copper,Drain.`/Vent/Comm.,_ Plumbing Vent/Vents`in Place Rough Plumbing/Nail Plates 1 % hichmin.Drain Size Washin 'Machine-Drain 2 inch min. Head or.Air Supply Test Drain and Vents by A'tL-�j ft< 5 PSI o1, feet above liighost Cc connection for 1S minutes Clean- out e-4ry 100 feet/change of direction,- Water Supply Piping Cooper Commercial - fo�/�-,C—� 1,�/� oo- er,CPVC,,Pex One and Two-Family sulation/Residential Check/Commercial Chec ,rCx Proper Vent,Attic Vent. u-S Duct 1'Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace. Duct work sealed ro erl /.No duct toe COALVIENTS.. L:\SueHemingway\Building.Godes.Inspection.FORMS\Rough Plumbing Insulation 1 e*rt:doc November 17,2003 ` Rough Plumbing/ Insulation Inspection Report J- -- ��-- Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: L 0 C�L � "�` PERMIT#: LOCATION: t t<Z.{_4.,/ n INSPECT ON: 2 TYPE OF STRUCTURE: Y N N/A PVC, R-1,R-2,R-3,R-4 Drain/Vents - 'Cast Iron,Copper Drain/Vent/Comm. P tubing Vent/Vents in Place Rough-Plumbing_-/_Nail-Plates Head or Air Supply Test Drain and Vents , 5 PSI or 10 ft. above highest Connection for 15 minutes s � �, Wale Supply Piping � ��--- � . opper Commercial C, m ``� Copper,CPVC,Pex One&Two Family —�� -Insulation/Residential.Check/Commercial Check pr�LS >\ — U -Proper Vent,Attic Vent Ai 6 N& Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Du ork Sealed Properly l COMMENTS: } L:\SueHemingway\Building.Codes.Inspection.FORMS\Plough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing/ Insulation Inspection Report f v 1-8256 Date Inspection request received: in &Code Enforcement ' Arrive: am/ e art: am/ m ,Queensbuiy,NY 12804. Inspector's Initials:pc p E 9 < PERM NAM IT#03 9 3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: �l ' Y N N/A PVC: R-1,R-2,R-3;R-4 Drain/Vents Cast Iron,Copper Drain.)Vent/Comm. 9w6bing Vent/Vents in Place Rough Plumbing./.Nail Plates �/ f",�. �jf.�� ' .0 I'lead� or Air_Supply Test Drain and Vents > rj 5 PSI or'10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial VC o per,-CPVC,Pex One&Two Family — v ullatii6n l. I eck ommerc het c -Prop&Vent,Attic Vent Duct/Hot Water Piping Insulation If re uired unheated spaces, Combustion Air Supply for Furnace Duct Work Sealed Properly Ic L:\Sucliemingway\Building.Codes.Inspeetion.FORMS\Rough Plumbing Insulation Repart.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received. r V Queensbury Building&Code Enforcement Arrive: am/pn art: mlpm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: &c je— m PERMIT#: 3 —7f 1 LOCATION: uC14ACC-- tlz D INSPECT ON: � f 014 TYPE OF STRUCTURE: Y N N/A C®NMENTS Framing .p Jack Studs/Headers Bracing/Bridging Joist hangers � Jack Posts/Main Beams 1 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 %2(w) 16 gauge($) 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 /5 AV-- 'V� Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%Z 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 L:\Suellemingway\Building.Codes,lnspection.FQRMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No.(518)761-8256 Date Inspection req est received: r Queensbury Building&Code Enforcement Arrive: _ epai am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: 0 c. PERMIT#: LOCATION: ,C�XL 6 INSPECT ON: of TYPE OF STRUCTURE: Y N N/A Framing COIIlVIENTS Jack Studs 1 Headers d Bracing/Bridging Joist hangers 4A(8 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 %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 snow 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 '/z 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 Framing /''irestopping Inspection Report nl Office No.(518)761-8256 Date Inspection request received: I Queensbury Building&Code Enforcement Arrive'—a pa m/pm 742 Bay Road, Queeinsbury,NY 12804 Inspector's Initials. NAME: L6Gx PERMIT#: `- LOCATION: -z D L e-6- INSPECT ON: / TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs 1 Headers Bracing 1 Bridging Pt At-�- tj kj 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. 6Aj�L_� � Notches!Moles/Bearing Walls Metal Strapping for Notches Top Plate 1 'Iz(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 F e wall 2, 3,4 hour Firestopping l fcd- C#x&, cl) Penetration sealed 16 inch insulation in cavity min. 01 Ck"dr- Garage Fire Separation House side %inch or 5/8 inch Type X Garage side A inch Type X Ceiling/wall Windows Habitable Space 1 Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade . j 5.0 sf grade V Framing / Firestopping Inspection.Report Office No. (518)761-8256 Date Inspection request received* Queensbury Building&Code Enforcement Arrive: am/pm D art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: tE,>u,C'ws C—C-- 1QS 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 1114(6-1 12"O.C. Headroom 6 ft. 8 in. -Al Stairwells 36 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 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 V2inch 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 Framing 1 Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: 6 0 Queensbury Building&Code Enforcement Arrive: ` 4. ,r aml pro epart: 'a pm 742 Bay Road, Queensbuty,NY 12804 Inspector's Initials:k�Lj r NAME: PERMIT#: 0(0.3-7Q e� LOCATION: INSPECT ON: TYPE OF STRUCTURE: G� . .i 41 Y N NIA C MMENTS 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 %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 It and snow shie 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 %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 L:\SueHemingway\Building.Codes,lnspectian.FORMS\Frarning Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection requ9st received:/0,71 Queensbury Building&Code Enforcement Arrive: a Y),part,'l am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: J-olcj�ka, V+ PERMIT r# LOCATION: INSPECT ON: :j - Z.f TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. 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 Y2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anc or Bolts 6 ft. or less on center Xe and snow shield 24 inches from wall FA 7N 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 YSinch 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:\SucHemitigway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doe January 28,2003 ! 3100-3130 Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/<�epart: amlpm 742 Bay Road,Queensbury,NY 1.2804 Inspector's Initials: ti. 9 NAME: PERMIT#: 3 LOCATION: -� INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS - 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 '/2(w) 16 gauge(8) 16D nails each side Dr ft stopping 1,000 sq. ft.floor trusses chor Bolts 6 ft. le s cen r c : ce and snow 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 '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin twall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHenungway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (S 18)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: /.�.; am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: r. NAME: PERMIT#: LOCATION: l INSPECT ON: ! TYPE OF STRUCTURE: Comments Y N N/A r�, Piers Monolithic Slab 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 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 poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior 1 Exterior R- Rough Grade 6 inch drop within 10 ft. i:,:\SucHemipgway\Buiiding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: f A�16 S Queensbury Building&Code Enforcement Arrive: am/pAi Depart:-,Y_, 1_;A am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: z� � LOCATION: 3--"5 bic-k�e INSPECT 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 the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Darapproofing 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 Bing rider SIZ--, Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. 17T I I L:\SueRemingway\Building.Codes.hispection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Cu Office No. (518)761-8256 Date Inspection request received: - Queensbury Building&Code Enforcement Arrive: am/ Depart. —' . ._..am/pm 742 Bay Rd.,Queensbin NY 12$04 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers i 62 Monolithic Slab 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 Rein f rcement in Place F undationDampproofing =} Foundation 1 Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. F. ng DrainStone: ~: `;- 12A ch"width_ 6 inches above footing 6 mil poly for wet areas under sl Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation tenor 1 Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.inspection.FORMS\Foundation Inspection Report.doc January 28,2003 i Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pDepart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#C)- 0 LOCATION: _ INSPECT ON: TYPE OF STRUCTURE: Comme s Y N N/A Footings Piers Monolithic Slab Rein cement in Place he 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproo#Ing/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:iSucHemingway\Ruilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 6 am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ' NAME: Jkx f cA PERMIT#: LOCATION: SPECT 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 ��1 of the concrete. Materials forthis 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 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:\suellemingway\Building.Codes.Inspection.FORMS\Foundadon Inspection Report.doc January 28,2003 Project Name: 4 c, c,, L.C' BP# Address: e Ll SL (9 t )-6 hIL—CEI V Building Permit Submission SFD -SEP P 2 2003 lChecklist 2-FanfilO IVFQG DI VEENVSBURY AND cc 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 Wow items are lacking,the pen-nit will not be accepted until such time as the application is deemed complete for submission- 1. Building Permit Application Completed ................................... ... 5}* El no E]n/a 2. EnergyForm or(leckMate Energy Code Compliance Forms Complete.. 125fts Ono Eln/a (2 copies) 3. Energy Code Inspector's Report from Checiddate Program..... ........... Ulyes 0 no ❑n/a (2 copies) 4. septic application coDTletely filled out(if applicable)............ ......... ... Eg-yes E]no E]n/a Solid Fuel Burning or Gas Appliance Form... ......... ............ ......... ... .riles Ono On/a 6. Electrical Inspection Form... ...... ...... .................................... .....E6s Ono []n/a 7. Two(2)complete sets of structural.drawings......_.......... ..... ...... ... .... 9yes Ono On/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.... ... ...... [R�- [Jno [jn/a location of well or water fines,location of septic system or sewer line. 9. Setbacks from property lines to new structure......... ..................... .. Oyes E]no Ejn/a 10. Setbacks to neighboiing wells and septic systems,including onsite well [n�vs Dno Eln/a and septic systems (if applicable) 11. DrivewayPertnit............... ... ... ...... ... ......... ..................... ...... 1yes Ono On/a Date: Staff Initial: L.\suel-kmiag-,vay\Bugding-Pernut.FOr\%\Genei.ic Checkhst.doc jxivary28,2003 Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A 2)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: ndow Schedule With Glass Size D or Schedule/Main Entrance 36"Door mergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor esidential Check Paperwork Compliance and Inspectors Checklist: OK pproofing/Waterproofing Materials On Plans undation Drainage On Plans,if required ' Drop in 10' Exterior Grade �R"g Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where eqquired ce and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors irway Headroom 6' 8'All Stairs 36"Width air Run and Rise , Winder Run and Rise j / Spiral Not Allowed From 2�d Story , �V Smoke Detectors Battery Backup and Proper Location athroom Fixtures Proper Clearance H 11 Width,36"min. H drails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. ,11 Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access 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 12844 -Biding & Code Enforcement Building Permit# Phone:(5IS)761-8256 Date: Fast: (518)745A437 Emait codes@quecnsbwy net Dear Your building pexn»t application has been revicwed and fend to be,deficient in the following area Thm details need to be added to or noted on both sets ofplans. Please;feet free to contact this office with any q #ions regarding this matter. Sincerely, BLMDING&CODES OFFICE .L-\SneHemn,gmylBuilaio&ramicFQRhsstaereient buiWwg pemit:Tan 2003AM RECEWED 'Permit�Nber 2003 TOWN OF C�UEENSBURY BQILDIN9-4(D CODE REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release I Data filename:C:\Program Files\Check\REScheck13206-03-2 LOCKHART-BUCKBEE ROAD,QUEENSBURY.rck TITLE:PLAN NO.3206-03-2 COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE:09/16/03 DATE OF PLANS:SEPTEMBER 16,2003 PROJECT INFORMATION: RANDY LOCKHART BUCKBEE ROAD QUEENSBURY,NEW YORK COMPANY INFORMATION: WILLIAMS&WILLIAMS DESIGNERS 509 GLEN STREET GLENS FALLS,NEW YORK 12801 COMPLIANCE:Passes Maximum UA=778 Your Home UA=722 7.2%Better Than Code(UA) Gross Glazing Area or Cality Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 715 38.0 0.0 21 Ceiling 2:Cathedral Ceiling(no attic) 1360 38.0 0.0 37 Skylight 1:Wood Frame:Double Pane with Low-E 14 0.410 6 Wall 1:Wood Frame, 16"o.c. 1887 19.0 0.0 113 Window 1:Vinyl Frame:Double Pane with Low-E 306 0.340 104 Door 1:Glass 48 0.320 15 Door 2:Glass 48 0.320 15 Door 3:Glass 21 0.320 7 Door 4:Glass 21 0.320 7 Door 5:Glass 48 0.320 15 Wall 2:Wood Frame, 16"o.c. 1599 19.01 0.0 96 Window 2:Vinyl Frame:Double Pane with Low-E 326 0.340 111 Wall 3:Solid Concrete or Masonry:lnterior Insulation 346 11.0 0.0 32 c Basement Wall 1:Solid Concrete or Masonry 1068 11.0 0.0 75 Wall height: 8.0' Depth below grade:6.0' Insulation depth:8.0' Window 3:Vinyl Frame:Double Pane with Low-E 48 0.320 15 Door 6:Solid 42 0.130 5 Door 7:Solid 63 0.130 8 Door 8:Solid 21 0.130 3 Floor 1:All-Wood Joist/Truss:Over Outside Air 30 19.0 0.0 1 Floor 2:Slab-On-Grade:Heated 52 10.0 36 Insulation depth:4.0' Boiler 1:Other(Except Gas-Fired Steam),87 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 in compliance with this Code. Builder/Designer Date 5 s � i 5 "Scheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 DATE:09/16/03 TITLE:PLAN NO.3206-03-2 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2:Cathedral Ceiling(no attic),R 38.0 cavity insulation Comments: Above-Grade Walls: [ ] C 1. Wall 1:Wood Frame, 16"ox.,R-19.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation # Comments: [ ] 3. Wall 3: Solid Concrete or Masonry:lnterior Insulation,R-11.0 cavity insulation Comments: j Basement Walls: [ ] j 1. Basement Wall 1:Solid Concrete or Masonry,8.0'ht/6.0'bg/8.0'insul, R-11.0 cavity insulation 3 Comments: Windows: [ ] C 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[ J 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:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ J No Comments: Skylights: [ ] 1. Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.410 } For skylights without labeled U-factors,describe features: E #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: j Doors: [ ] 1, Door 1:Glass,U-factor:0.320 Comments: [ ] 3 2. Door 1 Glass,U-factor:0.320 Comments: 3. Door 3: Glass,U-factor:0.320 Comments: 4. Door 4:Glass,U-factor:0.320 Comments: 5. Door 5:Glass,U-factor:0.320 Comments• 6. Door 6: Solid,U-factor:0.130 Comments: 7. Door 7:Solid,U-factor:0.130 Comments• 8. Door 8: Solid,U-factor:0.130 Comments• Floors: 1. Floor 1:All-Wood JoistITruss:Over Outside Air,R-19.0 cavity insulation Comments• 2. Floor 2: Slab-On-Grade:Heated,4.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance,of 4.0 ft. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: 1. Boiler 1:Other(Except Gas-Fired Steam),87 AFUE or higher Make and Model Number Air Leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. V 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. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: 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 equipment must be provided. Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-11. Return ducts in unconditioned attics or outside the building must be insulated to R-6. Supply ducts in unconditioned spaces must be insulated to R-11. Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: J 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 operating at less than 2 in.w.g.(500 Pa). C [ ] E Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The 14VAC system must provide a means for balancing air and water systems. E Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. j Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace-construction provisions of the Building Code ofNew York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] 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. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] C 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. j Heating and Cooling Piping Insulation: [ ] j HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Rot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1'f 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 1"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) 1Jf rs, � z a + k. r^ 3Yt � a � �r k fY S t' i x { X } r =y t t xi .n e k' , x " C � " 4 3 �• n r ri , s �✓ t. was DESIGN DATA ASSUME 4 BEDROOMS (BR) AND A DESIGN PERCOLATION RATE OF 14/ 5 MINUTES. ASSUME 1.6 GALLONS/FLUSH TOILETS AND 3.0 GALLONS/MINUTE FAUCETS/ SHOWERHEADS. DESIGN FLOW= 4 BR X 110 GPD/BR DESIGN FLOW= 440 GPD ABSORPTION RATE= 1.2 GPD/SF ABSORPTION AREA= 440 GPD/ 1.2 GPD/SF ABSORPTION AREA= 367 SF USE ABSORPTION TRENCH DESIGN TRENCH LENGTH= 367 SF/2SF/LF TRENCH LENGTH= 184 LF USE 3 LATERALS @ 65' 13• 1 i ;1 z" I Y r •' :i. I„ f' -a is INLET tr` AFFLE OUTLETS 20" TO �+ LATERALS c} -PLAN- (PEA STONE) -SECTION- TEST PIT DATA #1 DISTRIBUTION BOX JUNE 20, 2000 TP #1 0 - 16" BLACK TOPSOIL 16 - 32" BROWN TO RED / BROWN SAND, SOME GRAVEL, LITTLE SILT 32 - 60' GRAY SAND, LITTLE SILT, LITTLE GRAVEL GROUND WATER INTRUSION OBSERVED 0 36' TP #2 0 - 6 BLACK TOPSOIL 6 - 42" RED / BROWN SAND, SOME GRAVEL 42 - 60" GRAY SAND, SOME SILT ROOTS TO 36" TP #3 0 - 6 BLACK TOPSOIL 6 - 26" RED / BROWN SAND, SOME SILT, SOME GRAVEL 26 - 66' GRAY SAND, SOME GRAVEL ROOTS TO 360, GROUND WATER 0 36" TP #4 0 - 4" BLACK TOPSOIL 4 - 36" RED / BROWN SAND, TRACE CLAY, LITTLE GRAVEL 36 - (:6" BROWN TO GRAY SAND, TRACE OF SILT ROOTS I'0 36", GROUND WATER 0 60" DIVERSION FOR SURFACE WATER SEASONAL HIGH WATER TABLE OR BEDROCK (N T S.) PERCOLATION 1-EST DATA FINISHED GRADE 12"t 3' MIN. 48" TO 60" WATERTIGHT SEAL ALL COVERS, JOINTS AND OPENINGS �l11� Ill'�`j It l 1 I II 11 PROVIDE ACCESS TO GRADE WITH COVER SANITARY TEE i ZABEL FILTER 6" MIN. WALL THICKNESS FOR POURED IN PLACE " GRAVEL BAFFLES )IIIOUTLET d CONCRETE SEPTIC TANK (N.T.S.) NOTE: INSTALL ZABEL A1800 RESIDENTIAL WASTEWATER EFFLUENT FILTER IN OUTLET TEE. USE 1,250 GALLON CAPACITY FOR 4 BEDROOMS USE 1,000 GALLON CAPACITY FOR 3 BEDROOMS OR LESS LOCATION DEPTH DATE RESULT TP#2 18" 6-20-00 1" / 4 MIN PT#2 14" 9-26-01 I" / 3 MIN PT#3 16" 9-26-01 I" / 4 MIN TP#4 20" 9-26-01 1" / 3-1/2 MIN TP#5 17" 7-25-01 1" / 3 MIN TP#6 22' 7-25-01 1' / 4-1/2 MIN 6' 12' SZ'),L BACKFILL (TYP.) DEPTr- Aiv •e "• . •fib • � 4 24• t ABSORPTION TRENCH (SEE DETAIL) SHALLOW ABSORPTION TRENCH (N.T.S.) NOTE, THIS DESIGN UTILIZES SHALLOW ABSORPTION TR FILL. CONSTRUCT TRENCHES IN FILL WITH TRENCH E GRADE (C=12'). CAREFULLY SELECT FINISHED FL00 ABSORPTION TRENCH LATERALS PER PLAN OR SCHEDULE TOPSOIL AND SEED 4' PVC SDR 35 PERFORATED PIPE ES. STRIP TOPSOIL. PLACE 12' t GRANULAR )M AT 12" BELOW APPROXIMATE EXISTING _VATION OF HOUSE TO AVOID PUMPING, ' : - �, <: '.. '� • „. .. fi`.m �. ,'p�4h"7Y 3y i,F` �•' i ,,.; }��k°r i �'a}"d'Zr �._ i#�ci ,•.,..,ark :,, .. :: _,. {,.,." ,.: ., ._. .,;'"..' 7v i 1 N i i2 t i a :.x • a e1"" � np ,p� i h�D f ]y�,: At k�••A 5� rip 1jj i]k Pk� r ��'i �.Y +� s� � a OVERFILL FOR SETTLEMENT . , iM' ,�' sG "d ��a + . WELL, 8'�Uvi,�I� ----- _._ );fIff MIN. FROM NEAREST , 3 � p' k 6" TO 12' FILTER FABRIC ABSORPTION FIELD 3/4' TO 1 1/2' GRADED GRAVEL OR CRUSHED STONE (CROSS SECTION) 4• 4' P C 3 P D RESIDENCE 6' MIN�,.,Y 10' MIN. (LONGITUDINAL SECTION) t 4 P 2' MIN TO SEPTIC TANK 20' S.H.G.W.r y . 2' MIN TO MIN EFFLUENT SEWER I FORCE MAIN BEDROCK STREAM - a DISTRIBUTION BOX ABSORPTION FIELD TYPICAL SECTIONS ABSORPTION TRENCH --_--- z (N.T.S.) 10' 100' MIN.�W. NOTES - SPACE ABSORPTION TRENCHES 6' MIN O.C. - SLOPE PERFORATED PIPE 1/16" TO 1/32' PER FT. �'�'�' • "� �� p 5 #�` - DO NOT INSTALL IN WET SOIL - RAKE SIDES AND BOTTOM OF TRENCH BEFORE PLACING GRAVEL - TRENCH 24' WIDE p p r t i r r - TRENCH BOTTOM LEVEL T V p I r A I I n T n F T A I I 4 y DISTRIBUTION BOX INLET FROM SEPTIC TANK SLOPE VARIES 5' MINIMUM COVER =.ms POWER —TO HOUSE (10' MIN) 20' DEEP - 1 1/2" ANNULUS OF CLEAN CEMENT GROUT MAY BE REQUIRED. REFER TO CITED PUBLICATION ORIGINAL GROUND 001 (STRIP AND REUSE TOPSOIL) _ WATER SUPPLY WELLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF NYCRR 5-B TITLED "RURAL WATER SUPPLY' ,. �:.•,.,:. _„ ,: ,,'. `r'.' _ram,. ,fit• •t3. �..._� <.s?r i:: �; f... ,.•tat :.,. a:._ ..•. .. ,_... Ailifki" __... WELL DETAIL ` $�I � U. WIN Ur V4QZZ4-10L3Q .gi n is `u WARREN COUNTY, NEW .0' (N.T.S.) �,.;. ARawINc N0 00,70 0 JAMES E'. If UTC)yl]vS, P. E. • SHAFT ,. DST PRINTED ,ATE SEA1.D P.Q. l3QX 220, 12 CIR� AVE. = of �l' } • C l NORTH CREEK, N.Y, 12853 8/17/00 ..dam".. „ r,.:* � 6 -:. •+_ .:: .- . -. ,••.:�: ,. .: .. ;,.. 4.. �r .S LEGEND DIRECTION OF PROPOSED DITCH FLOW PROPOSED STONE POCKET ST PROPOSED SILT FENCE -- — — -- — PROPOSED EAVE TRENCH NOTE: FOR ALL DRIVEWAYS LIMIT GRADE TO 5 % OR LESS FOR FIRST 100 FEET 850 25' - 18" 0 CULVERT 0 14 %t X BARK MULCH IN LANDSCAPED AREAS INSTALL FILTER FABRIC FOR SEPARATION ��ca �roa CRUSHED STONE EAVE TRENCH LOCATION r- • %/r— Tr1r►InI I r1rT A II 25' - 18" 0 CULVERT 0 9 %± i INTERMITTENT STREAM CULVERT 0 10 %± 18' CULVERT DITCH LINE --�— — — aMW a 1 10' MAX C TO C FLOW. ,MEL 36' MIN. FENCE POSTS f DRIVEN MIN 14' INTO GROUND 4'. VERTICAL'* BEDDING DETAIL w' DACE � • ` .:: it � j4. r� I FILTER HEIGHT AryGLE FIRST STAIC TOWARD ;i� 4.► �� r _ _ _ III Ib" MIN PR�VIUSI. I�,I�I�?;A� Kr'k Low 8' MIN, FLOIf1f 3 OUNP BALES 4 STONE CULVERT OUTLET PROTECTION Flow r LAGER ON CONTOUR } DRIVEWAY STONE SHALL BE SOUND ROCK WITHSTEEL PERSPECTIVE VIEW PICKETS, OR z2 5 >` 5096 BY WEIGHT LARGER THAN 4" WITH 36• FENCE POST STAKES I I/2' TO 2' IN GROUND. y . MAXIMUM SIZE OF 6"-SHAPE TO FIT DITCH FILTER ANCHORING �FTAIL DRIVE STAKE$ FLU USH VYITHA�I,ES " ` § , if DEPTH = 9" CLOTH 20" MIN. UNDISTURBED STRAW' �A�-E DIKE RIP RAP 10' LENGTH DITCH BOTTOM AND y� �AI1► GROUND c, BANKS TO HIGH WATER MARK EMBED FILTER CLOTH ' INSTALL FILTER FABRIC FOR SEPARATION MIN. 8' INTO GROUND Ib' MIN.. 0%a I 11r—r1Ir r%I—T A 11 (N. I .5•) LOCATED AS SHOWN STONE CULVERT OUTLET PROTECTION (TYP.) — 750 EXISTING 18' 0 CULVERT STRAW BALE D,KE (TYP. ) GRADING AND DRAINAGE PLAN SCALE: I" = 100' / I I / I / 0 In to - BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ONTHE SECTION CONTOUR AND IN A ROW WITH ENDS TIGHTLYABUTTING THE E ADJACENT,BALES, - FILTER CLOTH TO BE FASTENED SECURELY TO STAKES, WITH TIES, SPACED - EACH BAI-E SHALL BE EMBEDDED IN THE SOIL A.'MIN.'' OF 4 EVERY 24" AT TOP AND MID SECTION INCHES, AND PLACED ,SQ THE BINDINGS ARE HORIZONTAL. ' - WHEN TWO SECTIONS OF FILTER CLOTH - BALES SHALL BE SECURELY ANCHORED IN PLACE 'BY .EITHER TWO , ADJOIN EACH OTHER , THEY SHALL BE STAKES OR REBARS DRIVEN THROUGH THE BALE, THE FIRST STAKE °,�``j�k OVERLAPPED BY SIX INCHES AND FOLDED IN EACH BALE' SHALL: BE DRIVEN TOWARDS THE, PREM USLY LAID BALE AT AN ANGLE :TQ FORCE THE BALES TOGETHER. STAKES r� - MAINTENANCE SHALL BE PERFORMED AS SHALL BE DRIVEN FLUSH .WITH THE BALE. NEEDED AND MATERIAL REMOVED WHEN 'BULGES" DEVELOP IN THE SILT FENCE - INSPECTION SHALL BE FREQUENT AND REPAIR ANQ/OR REPLACEMENT SHALT, BE. MADE PROMPTLY AS NEEDED. i SILT FENCE„. - BALES . SHALL BE REMOVED WHEN THEY HAVE. SERVED THT�R (N.T.S.) USEFULNESS' SO AS NQT TO BLOCK OR IMPEDE^STORM FLOW'AR ` DRAINAGE STONE OVERFLOW TO STABILIZED o VEGETATEp AREA SLOPE DITCH �.r DRAIN 250'+/- TO GURNEY LANEOAD �4 > R! ��Qo s+, tea' p' 4 ; . ai 4i 2 CUy1C' f.{�,RGJ vct.. I"1LIr;l< �;l4aa'" �..C�IJJI'i� �JtQdw ? ;:A,�;a:. (NYSDOT 2 OR # 3 STONE) FABRIC FOR SEPARATION " .. n*r► 1r r'% U r-T r\r'TFA 1 I TOF30IL, FERTILIZE AND SEED ALL DISTURBED AREAS