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2003-948 TOWN OF QUEENSBURY Foito 742 Bay Road,Queensbury,NY 128 04-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030948 Date Issued: Wednesday, July 07, 2004 This is to certify that work requested to be done as shown by Permit Number P20030948 has been completed. Tax Map Number: 523400-239-008-0001-031-000-0000 Location: 25 ONEIDA Dr Owner: WILLIAM & LINDA NIZOLEK Applicant: WILLIAM & LINDA NIZOLEK This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Residential Addition / Residential Alteration ("DJ 4 f \, Director of Building&Code Enforcement Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: { j Office Use Location of installation: 5 O'► e i 0 A oa. ': 03_9 U ? Tax Map No. a 3 9 / �'�8 / •� --3 I Ft t 'VE W u.c.,i0 M AA/0 (/N N ; ,(-E K j Fee Paid Owner's Name: Oa ' I NOV I. 0....28i43 Address: `2) iAi,k) CT- G c A)s EU00tT 1 A'Y 491 831 TOWN OF QUEENSBURY BUILDING AND CODE J 2. INSTALLER'S NAME : W i(-t-11"1 MAi Q, PHONE NO. (o5(r-7 s?? 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 Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present 3 x 110 gal/bdrm = 3 30 Garbage Grinder Installed yes / no i/ Spa or Hot Tub Installed yes / no ✓ 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) 0 ozranhv Soil Nature Ground Water Bedrock or Impervious Material D�o stic Water Supply %rio at what depth at what depth tiiunie Rolling a )Y feet feet well Steep slope c ay if well; water supply _%slope other from any septic-system depth: 36'- absorption is ft. other HomeowNG-,t 5 Percolation Test: (To be completed by licensed professional engineer or architect) A 5)C .sil kg/NI Rate: l 0 minute per inch Y3ititi 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: (090 gallon(min. size 1,000 gal) Tile Field: each trench 50 ft. Total System Length: 2 3 0 ft. Seepage Pit(s): number of — size of each: ft. by ft. 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: / 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. I ig ,�� io�t� - —� nature of responsible person Date • . tc,ivit of (Itzt:tlzt5lsui•y • St.lvcrs and $esysti:c 1611)0 311 (:11stt)it•z• • Appontli• Al �+t)IZI''I'I�2t� Iz'I EIJI,) • ' SI:I'AItA'I'1OIN ItI t1U11tI!1\1I11N'P$ , e3).' +�•r�wr�r«r�r•rp�wrr.r.w•.�r�r�w.�r.«.«..«�,...r�.••� , - �.kt) PQNp 110fitt Wit lei i)1/ \T•••••• 4.10..P..APP1 • *buaE Q Al. , 1 �w� i G zz a ` /r• t•P�Y l � • Sct•t1c.. 'w;A L. A,tY3s►1wt 1 ss . FriP4.1+.`i • • •% �Nr • ,rrlrr �' • • « • / « • , 7. SIQTNA.TUIiE &INFOIttvi a10 FOR=FON • • • Building Application A lication REC Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 � �-�03 a�g � O� /V � 2003 A permit must be obtained before beginning construction. Permit File No. LLD/NGilk E C$BURj No inspection will be made until applicant has received a Fee Paid $ l t valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. ' Applicant: W'"'`-to r^ Mi sa.0 dbdl TMb WC, Owner: tr►i LI-t AM ANO L41%164 N i ao L6ks Address: .o Ow%T HovsG K4. Address: q EiZ,, x) cooRT Ct-E.0 a0ALE Ni is 9,a 6rAiJs€ vvori, Aiy 0831 Phone#( ,)'56 - `i 5?3 Phone#( 1n ) 583 - 9 2'/ Property Location: Lot Number: / House Number s / 01J61(2.4 0 2. Subdivision Name: `ink(ui06wi(E Tax Map Number: a3et. oe-- t - 3, a New Building: residence /commercial Estimated Market Value of Construction: $ d 00, oe o )1( Addition: sidence commercial If an Addition,what will use of new addition be? a Alteration: residence/ commercial ge 5 i DE/41 t Ai_ a No change to exterior size: residence/com'l • a Other work(describe ) Check Occupancylnformation 1"Floor vimi Other floor Total Below sq.ft. sq.ft. Square Feet Single family dwelling -3 6 g _. ?6$ t 5-3 6 a Two famil dwellin_ Icy - a Townhouse , " a Multifamily dwelling s ' '. #of units a Office a Mercantile l S a Manufacturing 1 i a 1 car detached garage '' ' a 2 car detached garage ! - a 3 car detached garage S :, a I car attached garage �� o 2 oar attached garageii ,`• a 3 car attached garage a Storage building- [ commercial �,,v� 14. 4-.. a Storage building- residential a Other What is the proposed height of the structure as feet inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil /0 wood orced hot baseboard/other: Number of Firm/aces to be installed I Number of WoodstoveQ to be installed C;-----7- :)- List below the sP person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder W+t-4-tAM MA>QN 4-t0 SOAi►iOOS 0-0- cLuG rru 656 - `i ) ? 3 Plumber moO-me a,+ r-►Ecu. 30 egObR655 0t-0a. (2iY 34 s- I S 3 7 Mason PNT S€i LEi'L s ki LZonl Oft• , S_ bc&"JPALA-5 ?°I3 r ce 3 gq Electrician OENNrs cm-t62 r3 TbJiCwOoo Lam, Q13tLY -WO _d960 peclsratioa: please sign below after you have careflolly 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 I/we shall . submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new nstrruction. Signature: ll _ —"Pia owner,owner's agent,architect,contractor Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances } a 61)3--9 ' Date A,//. ' i Permit No. �,..° � i 20 � Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: Stove: wood coal pellet gas Fireplace insert Address: - Fireplace, factory-built: wood gas Fireplace, masonry: ;woo gas Furnace: wood gas oil Phone: ',1..m If non-masonary applicance, please provide Owner: ,: Manufacturer Name: Address: - Model Number: Chimney Information Phone: i s ' -, (circle appropriate words) Masonry block c.bric, stone Flue '7:1 ' steel size: inches Exact Address: of construction or installation Factory-Built Manufacturer name: _ Model Number: Note: Listed By: Number: Construction /Installation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner Ciasttiier'sat Dean ezzt.—7 ap, ,QraP.,Queeri,etbuury, .14Tew Irc rJir . Fire Marsha!Code# $Collected $Refunded Received rorn trAknded ro): address. A 173 3389 (190) Public Safely A 233 2655 (230)Mino Sales DATE: f ) y,,.ea - T furl.. e White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink&Goldenrod(Cashier's Dept.) COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. 0,.., Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL '/9 'emit No. Cert. N 2 7 5 8 9 2 Cut-in Card No )caner -" . /I�© '2 0 C-e-"j<,.. �v Location.. S� A> el DA- JJ� ` b 1 'U I( t q,c€ 4t q �--/ r7- Installation Consisting o ) Installed By Lie.No. 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 maki in ctions at any time, and if its rules are violated,the Company shall have the right to re ke this certifi te. Date 6 Z- 0 Y INSPECTOR Member N.F.P.A.,I.A.E.I. ur,.._ Queensbury Building & Code Enforcement - Residential Final Inspection 7-16.kil Office No. (518)761-8256 Arrive: a art: a 1 ` \. Date Inspection request received: Inspector's Initi . NAME: ; , 1._. ,2 0 1K y RMIT#: a3—C-1 li 3 LOCATION: �3 (D iA C- C", DATE: LP-- 1 1 -C) Ll TYPE OF STRUCTURE: Comments Y/N N/A 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 C�stairs,decks,patios / ..:V,-'i" Guard at stairwell at 34 in. or more �f/ t Guard at deck,porches 36 in. or more `f j�� Exterior Finish Complete ✓ �?. ,,� . '�- Interior/Exterior Railings 34 in.to 38 in. '\ Platform at all exterior doors 7 '� Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/" f ` Gypsum I, f Grade away from foundation 6 in. with 10 ft. • f 1 Termination at Newel Post or Wa1T'j c- stir �' '=\ dV 1 '� v,� 6 inch c enrance to st �//// . �� ff 5 c ---",-.A.-.;. -7-, c ___) .. Gas Valve shut-off exposed/regulator 18"above grade J y t` i%7 Gas Furnace shut-off within 30 ft.or within line of site ✓ A �- Oil Furnace shut-off at entrance to furnace area / '� � �' Furnace/Hot Water Heater operating _ J Low water shut-off boiler Relief Valve(s)installed!Heat Trap/Water Temp 110 ✓ Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Wind w in stairwells safety g zing Interior Smoke Dete tors: Every level: i Every Betl'room: Outside every bedroo area: •,� Inter Connected: JJJJJJ / Battery backup: Carbon Monoxide Detector / Bathroom Fans,if no window , Plumbing fixtures / €�-- r _ Foundation insulation ✓ �' �i \�� J � Floor truss,draft stopping finished basement 1,000 sf / Emergency egress below grade 7 --' 4\'C \ C` \C.,._.i;�y \�%,-i- , Basement stairs closed rise>4 inches \kt'�` Garage Floor Pitched :7 ' `")Tt\1-\.,L Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly i _ . 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 sq. ft.-150 sq. ft. vents +✓/ Building No./Address visible from road / Final Electrical v / Site Plan /Variance required y/ Final Survey Plot Plan 1 As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] _ "A/ L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: 4. Queensbury Building&Code Enforcement Arrive: am/vow, Depart: '1 4.mipm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:'- • NAME: v t Z 4 I PERMIT NO.: _6, LOCATION: O tJ /(>4- INSPECT ON: 'S— RECHECK: Z . Comments and/or diagram Soil Type: Sand oa- ay___ Type of Water: Municipal/Well Water /Z - i -- 6C-0 Waterline separation distance /d7D f ft. Well separation distance /46 t ft• Other wells: ft. Absorption Field: Total length 7.--5D ft. Length of each trench .� ft. Depth of trenches ft. Size of Stone 1,--' Seepage Pits: Number _ Size: x Stone Size: • Piping Si e T e Building to tank _ ' '►a o 1 Tank to Distributio I Box tA. " Distribution Bo • ield I Pit i' �' Opening Seale. NI Partial I Location/Separations Foundation to tank l42 ft. Foundation to absorption _ft, Separation of Pits ft• Conforms as per Plot Plan Y N , Location of System on Property: Front Rear Left Sid Right Side Middle Front Middle Rear System Use Status. pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Queensbury Building & Code Enforcement - Residential Final Inspection 3 ni Office No.(518)761-8256 Arrive: a rfpm D- —' =_f p . Date Inspection request received: Inspector's Initi. : NAME: 1.`Z(� / ' ' ' IT#: C� LOCATION: �(lg ( l ATE: — q TYPE OF STRUCTCT'RE: Comments Y / N N/A Chimney Ht./"B"Vent/Direct Vent Locationtii Fresh Air Intake ✓/J 3 inch Plumb Vent through roof minimum 6" i/Roof Complete/Exterior Finish Complete Guard 30 in. or more L stairs,decks,patios Guard at stairwell at 34 in. or more ✓ Guard at deck,porches 36 in.or more � 4?Ij\L-e- PlatformExterior Finish Complete /Interior/Exterior Railings 34 in.to 38 in. J at all exterior doors M Interior Handrails stairs 2 or more risers ,J ,� \ '�Enclosed Stairs Sheetrock Underside minimum 'Ve/fC'. ...1C3 " Gypsum �� Grade away from foundation 6 in. with 10 ft. ,� 1 /f� Handrail Termination at Newell Post or Wall , l/ 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 t .J> Relief Valve(s)installed/Heat Trap/Water Temp 110 / Interior privacy/trim/doors/main entrance 36 in. ,/ Bathroom/Kitchen watertight Safety glazing/Win w in stairwells safety lazing Interior Smoke De) tors: Every level: i E r Bt oom: Outside every bedroom ea: / Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window /I Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf ` ,/ Emergency egress below grade ✓ Basement stairs closed rise>4 inches /I Garage Floor Pitched N i Garage fireproofing/%hour fire door/door closer / '+J Duct work Sealed properly I 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 sq. ft.-150 sq. ft.vents /� Building No./Address visible from road J Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required I Okay to issue C/C or C/0 [Temporary/Permanent] L:\PamW\Building&Codes\Inspection Forms\Res.Final Insp. form 2.docLast printed 2/12/04 PATRICK SEILER MASONRY 3 Hilton Drive South Glens Falls,NY 12803 Phone:518-793-8394 Fax:518-793-8394 seilermasom@adelphia.net April 6,2004 Dear Town of Queensbury Fire Marshal, Re:Takundewide Cottages,new masonry fireplace construction at Cottage#25 This letter is to certify that the above fireplace was built in accordance with the New York State Masonry Association TECK SPEC#3 Sheet. All clearances(2"on inside walls,1"on outside wall)were executed as outlined in above sheet. Solid masonry was used surrounding firebox and throat,where at no point is less than 8"thick. Firebox and throat are both built entirely of firebrick using refractory cement. Refractory cement was also used between flu,then each flu joint exterior was parged with masonry cement. Solid 4"masonry units were used between flu and house exterior(w/1"airspace)in chimney construction. I hope this clears up any questions you may have. Thank you. Sincerely, Patrick D. eiler ,__,j,,s( , . c\ vil Rough Plumbing /Insulation Inspection Report Office No. (518)761-8256 Date Inspection re. -- t receiv-•: Queensbury Building&Code Enforcement Arrive: .m/pm D• : ko°-ko s 742 Bay Road, Queensbury,NY 12804 Inspector's Initia . NAME: \) i s_.t c1L c.:. `\\l \1-\ PERMIT#: — 1 LOCATION: c)_ - t ,, 11 e;t--\c\ ;(" INSPECT ON: — ()—C) TYPE OF STRUCTURE: \V ,c- \k - Y N N/A PVC: R-1,R-2,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 , F j Drain and Vents �(`'� 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial opper, CPVC,Pex One&Two Family n �t � sulation/Residential Check/Commercial Check Proper Vent,Attic Vent vv Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: tit :L y Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: PE IT #:2t RM - LOCATION: oti INSPECT ON: HI - 12 ' TYPE OF STRUCTURE: v . Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/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 Coer,CPVC,Pex One and Two-Family Ciseulaj21esidential Check/Commercial Check F Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: V7C)4.462-- - LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report doc November 17,2003 Rough Plumbing / Insulation Inspection Report / f Office No. (518)761-8256 Date Inspection reque - eived: Queensbury Building&Code Enforcement Arrive: 1pm/, .• t: . tpm 742 Bay Road, Queensbury,NY 12804 Inspector's Init.. • NAME: t a z --' r� PERMIT#: ( ' _ C/'z` LOCATION: — `� C .nN i't 'C%-_ INSPECT ON: 1..f. e TYPE OF STRUCTURE: � s Y N N/A A / PVC: R-1,R-2,R-3,R-4 Drain/Vents / Cast Iron, Copper Drain/Vent/Comm. Plu ing Vent/Vents in Place ough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping • Copper Commercial Copper, CPVC,Pex One &Two Family Insulation/Residential Check 1 Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 2— \ P4b\ --C:\---\0-0 i Framing /Firestopping Inspection Report c�( / rl) Office No. (518) 761-8256 Date Inspection requ r eiv • Queensbury Building&Code Enforcement Arrive: a pn D rt: 17,jV am// 742 Bay Road,Queensbury,NY 12804 Inspector's Initi s: NAME: :Z-C=')_a PERMIT#: - 9 L V C)_3- - 0 LOCATION: c� CI./\Gt C\ ,c INSPECT ON: — () .,(-t./ TYPE OF STRUCTURE: /' f � y N N/AtL raining COMMENTSJack Studs/Headers / Bracing/Bridging ✓ Joist hangers 1 Jack Posts/Main Beams y 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 J/ 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 w , 3,4 hour i estopping z- , ,��Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'V2 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.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report 0 i Office No. (518) 761-8256 Date Inspection re.•es,rece .: . Queensbury Building&Code Enforcement Arrive: .m/p ►t s.art: ` am/ I. 742 Bay Road, Queensbury,NY 12804 Inspector's Initi. \K\ii NAME: Lc.:._ ' i \ PERMIT#: cm.. LOCATION: -)li 1,c, 1 ('`'(" v a' 1 )4a...-� INSPECT ON: Lit - (1 •c Lii TYPE OF STRUCTURE: _ ' � --- =-lc,c:i-AI ov.„ '(TA...„Ff""':71 amin Y Na/ N/A COMMENTS R g �i Jack Studs/H s ,, 45� �. R\ ‘1..,6 `� Bracing/ ridging-) - j op ( =.-�1 -- Joist hangers -"'-- Jack Posts/Main Beams V Exterior sheeting nailed properly c.C %1N N C- Ib� V-`�C 12"O.C. Headroom 6 ft. 8 in. 7C)\. -t Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls / (-Y�- '0- -) Metal Strapping for Notches Top Plate / �t� 1 Va(w) 16 gauge (8) 16D nails each side .P'' -° 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 €i Fire w , 3,4 hour IC ' estopping V, Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'V2 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 I,:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r-• es'rec *vey: Queensbury Building&Code Enforcement Arrive: ,m/p rt: 2 am/ 742 Bay Road, Queensbury,NY 12804 Inspector's Initi. • - - - • tt -� NAME: #\\ i, C C z t_ �: PERMIT#: LOCATION: f i 1 r 1-ii. ; �:r'_ INSPECT ON: "` z f TYPE OF STRUCTURE: c, , 1 ! Y N N/A PVC: R-1,R-2,R-3, R-4 Drain/Vents lTE 01.3 (i3T..61 a)t4 Cast Iron, Copper Drain/Vent/Comm.',1.- )Plu ing Vent/Vents in Place 1,7 k-� FT_ ough Plumbing/Nail Plates Q ��� ` L / He Test ` V AX L\A-'A ...6 am and Vents — i� \ 0 5 PSI or t. above highest E Connection for IS minutes V- k-I---#‘6 Water Supply Piping Copper Commercial Copper,CPVC,Pex One &Two Family ii V Ins OJ on/Residential Check/Commercial Check • "oper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHerningway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 At Town of Queensbury Fire Marshal F-1.-. .A1,_______/ il*.1„ 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimney/Fireplace Inspection Report Permit# 0700'3-di/5 Schedule Inspection q r 0 L II am pm anytime Rough In Final X.. Name Cth 441 130/Pk Address „R ()W) A 0{i ti i Inspector Yes No N/A Comments • FOOTING ' Concrete or solid masonryi Minimum 12"thickness ": ��r Extends minimum 6"beyond tip on all sides H (; ( �l L� ill t, Below frost line M7U ,d Cleanout opening—noncombustible cover 't �,��,� ru b�$ of FIREBOX • Walls must be solid—no hollow masonryallowed n l NW'ei `I' ��� � IC�I�1i `�l Y, 8"minimum thickness—back I side walls yeAre1-4 �•'rJoints between firebricks—%"max f}`; -� \ga ie,?ti t t"t'? Ct4 Refractory mortar used on firebrick 4 �'` qqii �/ Minimum depth 20" f E.')' ck T'u Loall 4" i i C R�it( %'/, ;f - e• s,,, Fresh air intake , i Clearances to combustibles:4"rear,2"sides/front MO f kill ^)C I id Ai�If��,�L �ly �ti`f:41, e LeL��'1-� LINTEL/THROAT Non-combustible material _ � C�>�� } 1 ��% Minimum 4"bearing length each end Damper installed,minimum 8"above tip openisg ro SMOKE CHAMBER ____� Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner 1 Firebrick lining laid with refractory mortar f /CHIMNEY C'.LCfrW � c,` ('c, 1,�I. �+I- I lF �(�%z' Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type 4 iii)e o'. Clay flue liner laid with refractory mortar ) � ++ -�/ Flue liner smooth surface inside,no mortar Te(?'�,(/l)Atoi 1.4-i 14 '1< Minimum masonry thickness between flues 4" �% r� Minimum clearances to combustiblps 2"for )(t "" C--A I ef I A t'i fd interior chimneys,1"for exterior V Termination height minimum 3 feet above highest✓ point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed \/ HEARTH/HEARTH EXTENSION — 041 i C X, yt,ii/ a yro\iej Constructed of concrete or masonry + Supported by noncombustible material No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides NNocombustibles within 6"of F/P opening i\ i'%I (,. 1''1 0 t l A;i:/' '*ld L td- Combustibles within 12 inches of F/P opening cannot _project more than 1/8"for each inch distance from it4 Z ei ici,v)kF/P'opening tfz'JI4' cbc Q �4,,, F011616'1611111.4Town of Queensbury re Marshal if Y\I5Otk { - ' � � 742 Bay Road Queensbury,NY 12804 5 /`�, x A 1' i 761-8205 1761-8206 i i�`� fax 745.4437 Masonry Chimney/Fireplace Inspection Report Permit# 94 ' Schedule Inspection_ ' L am m anytime Rough In k. Final Name Uf 1/t /V 1 3 Ut/k Address .2. ...- Inspector .5„3-✓v- Yes No N/A Comments FOOTING I Concrete or solid masonry � Cti�'Ftil���I °j ((fr i �f, , Minimum 12"thickness ;Ailt Extends minimum 6"beyond f/p on all sides Below frost line Clement opening—noncombustible cover '� FIREBOX -;, / 0 ti j r J'I(004 K J� $ " 0K IA Walls must be solid—no hollow masonryallywedl,� J 8"minimum thickness—back/side w s +i' i+ r' QL�, )1 `k Joints between firebricks—' "max �. ( Refractory mortar used on firebrick / '- t�✓ '' V p 'it,67, `1 (Y�tey !5 w (Q t"�{Le. /1�' l) Minimum depth 20" 1 ,� . r, J4� ;J / Fresh air intake � 7 i, k ; %� /, t Clearances to combustibles:4"rear,2"sides/front — r(4.4�It ,�1 "( 1 N T- (.,k' i IV,. a 114A , LINTEL/THROAT i_ t' Non-combustible material �- `�Rig ' Minimum 4"bearing length each end �Yn T i ri n O'vC. - Damper installed,minimum 8"above f/p opening ( 1 SMOKE CHAMBER — In ��Lt'-{'I"a�C "ikii) 0(ccalf7 > -i`7 Walls must be solid—no hollow masonry allowed V Minimum wall thickness 6"including liner A Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type E Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for i '.6 interior chimneys,1"for exteriorj< .. . i .: ,� '�C., Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed n 1 , HEARTH/HEARTH EXTENSIONn ot 1 Constructed of concrete or masonry .. ` yj j 1 V 1 \ O t/" ey Supported by noncombustible material �.- i C,,, t �� No combustible material on underside Minimum thickness 4"—hearth only , Minimum thickness 2"—hearth extension lr�� C� .� / �/� Hearth Extension—16"to the front,8"to sides1 1 NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL/TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of F/P opening cannot project more than 1/8"for each inch distance from F/P opening S f� \ _ cat r / 3O — p Foundation Inspection Report Office No. (518)761-8256 Date Inspection reques ei J. 2 l Queensbury Building&Code Enforcement Arrive: '. cam/ epart: `j Dnig.3.---------- 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. `,` 1 k RMIT#: �� � NAME: V'V A t 1G4'�1 \ i ��e-I LOCATION: �.�s Oro A4c,\ �-,." INSPECT ON: 1 -•-egS"`( I 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 einforcement in Place 60 ndation Dampproofing_ Foundation/Waterproofing Type of Dampproofing/Waterproofing ooting Drain Daylight or Sump ( � Footing Drain Stone: I 12 inch width 6 inche above footing 6 m' of for wet areas under slab - ill Approval La Sl ab Under S ab 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 0 Office No. (518)761-8256 Date Ins ecc ioveq t ec ve . Queensbury Building&Code Enforcement Arrive: Depart. a 742 Bay Rd.,Queensbury,NY 12804 Inspector's NAME: 'v i Met_ PERMIT#: ` ! l LOCATION: INSPECT ON: /,y3o/o 3 TYPE OF STRUCTURE: ,ReJ .,, . {lam, AL*,a - ... 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/ \*// Wallur� 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:\SueHemingway\Building.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: amIp Departm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: -CX\ PERMIT#: crLE LOCATION: ' c�G� • INSPECT ON:-�� TYPE OF STRUCTURE: � r , Comments otings appi6v6;- A e C,. `c6- Piers Monolithic Slab v 5.r ��d 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.our ,4L` � � Foundation/Wallp 1� 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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 h/4 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request eceived: — Queensbury Building&Code Enforcement Arrive: am/pm Depart: m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: f( C PERMIT#: �(g LOCATION: INSPECT ON: /Z-/j q1 TYPE OF STRUCTURE: Comments Y J N N/A Footings ,J/ Piers • Monolithic Slab Reinforcement in Place .� The contractor is responsible r 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/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 i\ .:_ ....,7-__\7:A2):,.,•_... --z) LIP ill Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ r c v : Queensbury Building& Code Enforcement Arrive: a Depart: '•/I> m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: W v?5DL-ei1 ERMIT#: p -;--( qg5LOCATION: � C�Q�r�, CINSPECT ON: Q__ TYPE OF STRUCTURE: ik) -1 co-\_, 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 fenforcement in Place oundation Darnpproofing ' Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump '' f Footing Drain Stone: i 11�. 12 inch width 6 ' es above footing ,...--� 6 mil poly for wet as under slab i, 0 Backfill Approval V.CN, � e C; \_\ Plumbing Under Slab ,LC"V 4 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 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename: C:\Program Files\Check\REScheck\2830-03 Takundewide-Nizolek.rck COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 11/17/03 PROJECT DESCRIPTION: 2830-03 Takundewide Bill&Linda Nizolek DESIGNER/CONTRACTOR: Northern Design&Building Associates,Ltd. P.O.Box 47 Hudson Falls,New York 12839 518/747-2200 PROJECT NOTES: Efficiency values for furnace and air conditioning are the minimum allowed by code. Any units used with higher efficiency values will raise the"%Better Than Code"value. COMPLIANCE:Passes Maximum UA=321 Your Home UA=285 11.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: 2nd Flr Bedrooms: Flat Ceiling or Scissor Truss 216 38.0 0.0 6 Ceiling 2: 2nd Flr Bath&Lndry: Cathedral Ceiling(no attic) 537 38.0 0.0 14 Wall 1: 2x4 w/HiR Foam: Wood Frame, 16"o.c. 998 20.0 0.0 48 Window 1:Norco LowE: Wood Frame:Double Pane with Low-E 118 0.360 42 Door 1:Norco Patio Door: Glass 42 0.330 14 Door 2:ThermeTru 9Lite: Solid 22 0.250 6 Wall 2: 2x4 w/HiR foam: Wood Frame, 16" o.c. 1041 20.0 0.0 53 Window 2:Norco LowE:Wood Frame:Double Pane with Low-E 144 0.360 52 Floor 1: 2x10 1st Floor: All-Wood Joist/Truss:Over Unconditioned Space 768 30.0 0.0 25 Floor 2: 2x10 2nd Floor: All-Wood Joist/Truss:Over Unconditioned Space 768 30.0 0.0 25 Furnace 1:Forced Hot Air,78 AFUE Air Conditioner 1:Electric Central Air, 10 SEER 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 'th thi ode. Builder/Designer Date 1//I i O 3 �OSEPy * G i 1 �2 1 04 ,.L .„.,4! AF68955 �c iy ,t.,, -4 ,,,.., IA 14, ,® �SSIONv, P I REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE: 11/17/03 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: 2nd Flr Bedrooms:Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2:2nd Flr Bath&Lndry: Cathedral Ceiling(no attic), R-38.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: 2x4 w/HiR Foam: Wood Frame, 16"o.c.,R-20.0 cavity insulation Comments: [ ] 2. Wall 2: 2x4 w/HiR foam: Wood Frame, 16"o.c.,R-20.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Norco LowE: Wood Frame:Double Pane with Low-E,U-factor: 0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 2. Window 2: Norco LowE: Wood Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1:Norco Patio Door: Glass,U-factor:0.330 Comments: [ ] 2. Door 2:ThermeTru 9Lite: Solid,U-factor: 0.250 Comments: Floors: [ ] 1. Floor 1:2x10 1st Floor: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: [ ] 2. Floor 2:2x10 2nd Floor: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,78 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 10 SEER 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. [ ] 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 and glazing U-factors 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: [ ] 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). [ ] 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 HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. 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 of New 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. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] 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. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the I levels in Table 2. _# 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 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 MILD (Building Department Use Only) 03--Are.,...A'ci`t te''. L'•-671-efrili CENED Ly 01---'-. .}) v .te))9d't \' S 1-.-e - 1001 0F E UR1 i'lAr) 1/ • . 4-11,is /\.4 . per Etc ,v / &,:rj.-2-',-'------ i N " / 0 1a / 4: / x I / . .00 / // ) 0 1-..... ----- j LA-Al � {' �'��� . �' ��' + k `�G��0 r '"' �,, ,n. t yO ;. 3 (c y P c , 7 7 .. . g _ 0 ii-,;,21:- ,:)..„, \.,...0-- .........„._................„_>5 ...-ec, 'r' ..0<e- of 144C • iCt.# ,- , r, 12 ..., '..*****------"--------"::-"7-e* 6""‘:II . ""-<::'2' „ A-- :‘-' , \ 1" • .. y.a�''e r ' ` j �, �� \' , i t ' 1 1i ,,,,..,41), , 6-.5. \• r • 1 s _Sy _r r,' V L*' t ., , ...r - / t‘ 'i \ �- & -C . 1 .�' 5 or . 5 �Ri o 1 { ' ( { MAP REFERENCE: MAP OF A SURVEY MADE FOR 0 TAKUNDEWIDE, INC. N � DATED:' DECEMBER 29, 1983 Q. LAST REVISED: JANUARY 29, 1987 BY: VAN DUSEN & STEVES ' W HILLMAN ROAD o ( Z 30 25 26 30 _ L GRAVEL PARKING 25 GRAVEL PARKING 26 is 24 f b4 30 2.500 xt B �r !32.500 xti ft KE !S / I F cessroa 26 m r'c"`� TENNIS COURTS ( . nC 18 V FUTURE � G 8 I18 EXPANSION FIELD Z x I I CTYPCCAL) EXISTING 19 I I SEPTIC SYSTEM FUTURE 19 (TYPICAL) REPLAGEMENT FIELD g 7 CTYMCAL) O / / I ( �+ T.� LU 17 23 I 17 27# 27 i 19 23 23 6 8 ' PANG y ASPHALT 17 22 I PARKING ,J � 29 15 13 j 5 27 / I E"4 29 22 22 I 16 o 4 3 GRAVEL 29 16 21 15 11 ( 0 -- PARKING / 21 N i 9 21 FUTURE COAUdUNTTY M 28 SEPTIC AREA = 16 - �'� f 13 ri 28 b O 28 8 s � H 20 20 20 04 , 4 15 \ e R =� i �" 4 ( 1Iasi%fiowv 3 w �� M 1 10 32 10 LAUNDRY S 6 7 9 j 2 I 3 10 E PGA 32 5 6 7 9 12 32 I ( o / I m W 2 c $ 1 ko 14 " -10' FOR LEA--CH FIELDS �0„ z ' 12 1 � 12 V1 T/1 a �l V1 Q NS11 31 /C$Q ^ �+ W R 32 32 � �. � api x 0Atv _ gpt3 r\Y\\' W \ 14 \ V1 \ 14 aid 31 -- LEGEND: ° ` a � ~ = UTILITY POLE b co ` \ 31 a / , # = LIGHT POLE wv WATER VALVEco cb �q = WATER SHUTOFF 0ko 1 Ddo MARCH 13,2003 NOTES: ecob 1'-60' 1.) EXISTING SEPTIC SYSTEMS ARE SHOWN AS PER OWNERS KNOWLEDGE AND 1983 SURVEY. ALL OTHER UTILITIES ARE SHOWN AS PER LOCATIION FROM 1983 SURVEY. NO FIELD LOCATION WAS PERFORMED FOR THIS MAP. 2.) ROOF DRAINS AND PERIMETER DRAINS ARE TO BE PIPED INTO DRYWELL. SEE SHEET 2 OF 2 FOR DETAILS. BFffP 1 OF 2 D662 DWG. NO. 63254 239.08-1-22 THROUGH 53, 240.05-1-13 15' p MIN. WELL. C_ U LJ RECOMMEND ALL ACCESS I 8 2O f CLEANOUT OPENINGS CONCRETE OR STONE APPROXIMATE BE RAISED TO G' BELOW MARKER �.. FMUStI GRADE FN15H GRADC. amm S mo NLET BAFFLE 12• MN. COVER ALL STRUCTURES ' GARAGE O Fmq $1 DISTROUTION BOX BY FORT NRN.ER OR HOUSE. EQLW. ----r- M. SLOPE 1/4•PER FOOT 0 Q Q Z HILL SLOP£ 1/6, PER FOOT A o ALL TO E SET NYERTS TIGHT JOINT 4" PIPE SEPTIC TANK g PEA EXACTLY THE SAME ON SLOPE OF 1/4" /FT. 1i1W- ' 1. TILE FIELD TO BE 100' OR MORE FROM ANY tto BY FORT MLLRt V�C *�� V GRAVEL MIYATION. ' OR EQUAL INLET ouTLET DISTRIBUTIQ1, BOX aus£ of SPEED LevELERS 20_0" FROM BASEMENT WALL LAKE. SWAMP. DITCH OR WATERCOURSE AND to' 5AFrLE5 NOT TO SCALE ENCOURAGED) TIGHT JOINT 4" PIPE YIN. OR MORE FROM ANY WATER LINE UNDER PRESSURE SEPTIC TANKS WITH JOINT eCLOW ON SLOPE OF 1/8" /FT. SEPTIC TANK SEE NQTE 5 2 FOR SEWAGE PIPE BETWEEN HOUSE AND dSTRIBUTiON 1MC LK1tJID LEVEL MUST CE TESTED BOX. USE DUCTILE OR CAST IRON PIPE. OR FOR EXFILTRATION PRIOR TO ACXZPTANCE INSTALLATION OF DISPOSAL FIELDS SCHEDULE 40 PVC WITH CEMENTED JOINTS. DY THE LOCAL CODE ENFORCEMENT OFFICER i, TILE FIELD p�pt 9 Q 1. CONSTRUCTION SMALL BE AS SHOWN ON THIS DRAWING ti ti AND SHALL Of N ACCORDANCE WIM THE N.Y.S. DISTRIBUTION BOX GRADE 1 Ar /FT. 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE 0 DEPARTMENT Of MEALM INDIVDUAL HOUSEHOLD 5Y5TEM56 AND i+ MlrMtlal 2x WIDTH ~ A" F461-76 INSTALLATION OF MERMOPLASTIG PPE AND (SEE NOTE 4) AWAY FROM SEWAGE SYSTEM. M NIMLIM 4x WIDTH CORRUGATED YL04G N SEPTIC TANK LEACH FIELDS _ 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL Q 2 NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN PIP THE LIMITS 10' MIN. WITH CONTOUR LMIES. "' D OF THE DISPOSAL FIELDS AFTER E INSTALLATION HAS fs"Aft DISTRIBUTION PIPE PROPERTY 3. AFTER E)ICAVATION 2' WIDE TRENCH TO THE DEMS REOAIRED. SEE NOTE 5 LINE 5. FOR RAISED ABSORPTION TRENCH SYSTEMS THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED 10' MIN. O,� OOC G SWAGE AND TO LOOSEN SEE NOTE 5 HORIZONTAL FROM 1H110N DISTANCES SHALL BE I PROvuX 3• SAND oR MEASURED FROM THE EDGE OF THE FlLL PEA GRAM UNDER TAW SEPTIC TANK 4. PLACEMENT Of CRUSHED SroMNE, PERFORATED PPE AND UNMATED * �"�"�^ d m e O` BUILDING PA OR STRAW SMALL Be AS SHOWK ADD CARE SMALL i >~ r�' V NOT TO SCALE Of£XCRC15E0 TO AVOID INCLUSION OF FINE GRAINED SOILS AND O OTHER WASTE MATERIAL N AND PIPE. SEWAGE DISPOSAL THE STONE LAYOUT o 5. THE WE SHOULD Be LAID AT THE GRAPES AND TO THE NOT TO SCALE ;3 SEPTIG TANKS RELATIONSHIPS 5MOWN ON THIS DRAWING. MANTANING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS. MUMPS. SEPARATED JOINTS F~ OR OTHER LNSUfAMI CONDITIONS. THE PPE SMALL BE LAID N !! I L ALL UNNRS SHALL COMPLY WITH THE REQtXtCMENTS OF THE NEW YORIC WITH THE MOLES DOWN IN ALL GASES. "" STATE DEPARTMENT OF HEALTH AND SMALL 6E PRECAST CONCRETE 6. ALL DISPOSAL FIELDS SMALL OE GRADED TO 5MED RAINFALL i W 0.5 MANUFACTURED BY FORT MELCR OR EQUIVALENT. AND TO DNERT 5URFACE RLN CENT O" FROM ADJA AREAS AWAY # ! WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD 2. ALL STRUCTURES TO BE PLACED ON MRM. COMPACT SAND OR FROM THE DISPOSAL FIELD. GRAVEL FOUNDATION. WHEREVER EXfSTNG FOUNDATION CONDITIONS 7, NO PART of THE DISPOSAL FIELD 511A1i1 DE INSTALLED BEDROOMS FLOW MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH ARE UNSUTABLE CRUSHED STONE SMALL PLACED AS NECESSARY M A�CRUSH A Suing f LL BE PLACED UNDER PAVEMENT• (SEE NOTE 1) G.P.D. GAL.) SURFACE Ai�EA(S.F.) PERCOLAl10N RATE (MINUTES) (SEE NOTE 3 & 4) 1-5 6-7 8-10 11-15 16-20 21-30 W 3. SEPTIC TANKS INSTALLED N TRAFFIC AREAS SHALL BE EXTRA HEAVY GONSTRUCTION DESIGNED FOR M-20 WHEEL LOADING, a 4. DUAL GO FARTMENT TANKS OR TWO TANGS IN SEWS ARE REOLMD 2 280 100@ 27 106 130 14N3 162 108 217 M FOR TANKS WITH AN INTERIOR LENGTH Of 10 PELT OR MORE. ' I 5. ALL JOINTS MUST B£ SCALED. 3 390 1000 27 162 195 217 244 279 325 �V w 4 520 1250 34 21$ 260 290 325 372 433 r 0 5 650 1500 40 270 325 380 4W 484 542 r (� 6 780 1750 47 1323 390 433 488 537 I50 r O E-+ N 4 T TANK uTTEED REQUIREMENTS YwAD IG 250 GALLOR ONS OF CAPACITY ANBEDROOMD S��MyyA��LL BE 1. EXPANSION ATTICS. ETC„ ARE COUNTED AS BEDRpp SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. BE 2. Ag �, S USE OF �pp� CONFp�WNG PLUyg�NG �E-VICES INCREAED BYE 25�ONGALLOER ONS�i THE'ROPOSED E IRREED�SURFACE AREAA BZE Y 7 SSOUARE MATH !SSG P F AND 3.0 G.P M. FAU(:ETS AND � GAR7C � E TWO TANKS O ACCEPTABLE OUTLET MQTION ANDSHOWERµis A DUAL COIPAditTTWK IES WILL ALSO REU{RED 4. DOSING 1S REWIRED FOR SYSTEMS WITH A TOTAL TRENCH LENGTH GREATER THAN 500 FT. glib d till BARRIER MATERIAL 11 w 16' Max — TTZT — Iit _ lit��� Ni. rrr. 2' MTV. SLOPE 4' PERFORATED PVC LATERAL LEVEL TRENCH BOTTOM SLOPE 1/1G'-1/32' PER FIT. NO L OV OF ALL DISTROUTOR PIPES MUST Of PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERAL.$ TO OE OF EOLW LENGTH, STANDARD ABSORPTION TRENCH PROFILE NOT TO SCALE ^ 0 Z Z 2•-O•• 15% MAXM IJ<'I j CROSS SLOPE a OVERFILL TO ALLOW ON SLOPED SITES FOR SETTELhENT PRGCAST CtXICRlTE Ni"Ii.ET PI C 1p o � DRYINLIl O G' VIA 'iZi >r �\ } G" - 12" Fes. UNTREATED bLLDMw PAPER CRUSPIED 51'ow OR GCOT£XTL . O 2 - 3 SIZE ML n 4 o 0 2" MIN. 4' PERFORATED 40) �w O 121• MNLATERAL O. 16" MAX. 1 O GeOICXW FAMW T 1IrL Q�,� T 3f4' TO 1. 1/2' d� � �n k NE O ALL AROLPO 5T01E WASHED CRUSHED STOW V� ENYRLNOPC 3 24" M'YN. O c �1 j MAXM'UJM SEASONAL HIGH GROLUNOWA = AM HIGH WATER 0 IMPERVIOUS SON, OR BEDROCK � IH1-0" �+ � ABSORPTION TRENCH SECTION STANDARD ABSORP W"O'' am °�° NOT TO SCALE NN 3 6 ft DRY WELL 6 ft DEEP m Vol Do* MMM%k 2M S=W AS IJOITEt? D_ 1 81 1 2OF2 D662 DWG. NO. 83254-2 i